6982AF20B000013 IFB.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF20B000013

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA FTNP NPS YOSE 17(4) & 941(1)

PROJECT NAME: TIOGA ROAD & TUOLUMNE MEADOWS

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

PROJECT CA FTNP NPS YOSE 17(4) & 941(1)

LOCATION YOSEMITE NATIONAL PARK

COUNTY

STATE

LENGTH

TYPE OF IMPROVEMENT

MARIPOSA AND TUOLUMNE

CALIFORNIA

SCHEDULE A: 12.023 MILES OPTION

X: TUOLUMNE MEADOWS PARKING

AREAS

OPTION Y: TENAYA LAKE PARKING

AREAS

PULVERIZING, ASPHALT CONCRETE

PAVING, AND PARKING AREA

CONSTRUCTION

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-5

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-35 Division 200 ................................................................................................................... E-53 Division 300 ................................................................................................................... E-64 Division 400 ................................................................................................................... E-66 Division 500 ................................................................................................................... E-79 Division 600 ................................................................................................................... E-81 Division 700 ................................................................................................................. E-103

APPENDICES

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

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

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project will consist of roadway resurfacing, restoration, and rehabilitation of 12 miles of Tioga Pass Road including eliminating off road/shoulder parking and reconfiguring/expanding parking areas within the Tuolumne Meadows and Tenaya Lake areas to improve the safety of pedestrians and drivers, within Yosemite National Park, CA. The project includes work at 12 parking sites within Tuolumne Meadows, 4 parking areas at Tenaya Lake and heavy maintenance repairs to the Tuolumne River Bridge. The Tuolumne Meadows area of the park experiences high visitation which is estimated at over 600,000 visitors per year (all occurring during the open period from late spring through summer). The terrain is mountainous with the elevation for the work ranging between 8,200 and 9,200 feet. Tioga Road is typically closed throughout the project limits from October to May due to heavy winter/spring snowfall and avalanche hazards. See website below for historical seasonal opening and closing dates:

https://www.nps.gov/yose/planyourvisit/seasonal.htm

This project increases the existing formal parking supply in Tuolumne Meadows through reconfiguration and expansion of existing parking lots, and formalization of parking along the Stables Road. Off road/shoulder parking along Tioga Road in the vicinity of the existing Visitor Center and Cathedral Lake trailhead will be removed after the expanded parking is constructed.

This project also addresses roadside parking congestion and visitor safety in the Tenaya Lake area through reconfiguration of 4 existing parking lots, removal or formalization of roadside parking, installation of crosswalks, and sidewalk improvements.

All of the work is occurring in cultural and natural resource sensitive areas and there are numerous environmental constraints that will affect the construction schedule and type of operations. Great attention to detail will be required in achieving customer satisfaction in areas of road construction, traffic control, visitor relations and timely completion of work.

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

A-ii

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.

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

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

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

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.

Please Note: U.S. Mailing providers such as: FedEx; UPS and USPS, have been experiencing a large volume due to COVID-19. Please plan the mailing of your bids accordingly. Late Bids will not be considered and processed in accordance with FAR provision 52.214-7.

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.beta.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.

A-iii

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

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

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

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

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

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

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

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

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

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

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

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

http://osdbuweb.dot.gov.

A-iv

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 AUGUST 21, 2020

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

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

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

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

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

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2020) Business Size Goal (%)

SB 48.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

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

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

See Subsection 108.01.

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF20B000013

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

07/28/2020

PAGE OF

PAGES

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

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

HFLCEO200261PR

6. PROJECT NO.

CA FTNP NPS YOSE 17(4) 941(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Jorey Deml, 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 8/28/2020 (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

A-1

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 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

A-2

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.beta.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 $35 million.

A-3

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.

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-18, A-21, and A-26, 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.

A-4

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option Y, and Option X. 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 a written notice within the timeframes specified in FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

Partnering

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

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

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

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

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

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

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

A-5

A - 6

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

Bid Schedule

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 7

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.809 MILE $____________ $____________

A0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING

11.508 MILE $____________ $____________

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0050 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

40 EACH $____________ $____________

A0070 15215-5000 SURVEY AND STAKING, BOX CULVERT

2 EACH $____________ $____________

A0080 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS

0.809 MILE $____________ $____________

A0090 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

1.620 MILE $____________ $____________

A0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0110 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0130 15705-0100 SOIL EROSION CONTROL, SILT FENCE

440 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,832 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

(CONTRACTOR-FURNISHED LAB)

A - 8

A0150 15706-0200 SOIL EROSION CONTROL, CHECK DAM

20 EACH $____________ $____________

A0160 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

45 EACH $____________ $____________

A0170 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

A0180 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0190 20203-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

11.214 MILE $____________ $____________

A0200 20205-0000 SELECTIVE CLEARING AND GRUBBING

3.200 ACRE $____________ $____________

A0210 20207-0000 SELECTIVE CLEARING AND GRUBBING

0.809 MILE $____________ $____________

A0220 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A0230 20302-0500 REMOVAL OF CURB, CONCRETE

2,600 LNFT $____________ $____________

A0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

5,510 SQYD $____________ $____________

A0250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

1,200 SQYD $____________ $____________

A0260 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

331 SQYD $____________ $____________

A0270 20401-0000 ROADWAY EXCAVATION

3,575 CUYD $____________ $____________

A0280 20402-0000 SUBEXCAVATION (SHOULDER STABILIZATION)

60 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0290 20402-0000 SUBEXCAVATION

1,550 CUYD $____________ $____________

A0300 20435-3000 BACKFILL, CURB

3,800 CUYD $____________ $____________

A0310 21101-1000 ROADWAY OBLITERATION, METHOD 1

23,800 SQYD $____________ $____________

A0320 21101-2000 ROADWAY OBLITERATION, METHOD 2

950 SQYD $____________ $____________

A0330 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

360.0 CUYD $____________ $____________

A0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

390.0 CUYD $____________ $____________

A0350 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

55.0 CUYD $____________ $____________

A0360 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

73.0 CUYD $____________ $____________

A0370 25125-0000 BOULDER (RANDOM PLACEMENT)

180 EACH $____________ $____________

A0380 25125-0000 BOULDER (GRADE CONTROL STRUCTURE)

18 EACH $____________ $____________

A0390 25126-0000 REMOVE AND RESET BOULDER

950 EACH $____________ $____________

A0400 25205-1000 ROCK BUTTRESS, MECHANICALLY-PLACED

70 CUYD $____________ $____________

A0410 25210-0000 ROCKERY

4,200 SQFT $____________ $____________

A0420 26001-0000 ROCK BOLT

200 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0430 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT)

310 CUYD $____________ $____________

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2

19,250.0 TON $____________ $____________

A0450 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

560.0 TON $____________ $____________

A0460 30301-3000 SHOULDER AND DITCH RECONDITIONING

7.440 MILE $____________ $____________

A0470 30301-6000 ROADWAY RECONDITIONING

0.284 MILE $____________ $____________

A0480 30401-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

11.600 MILE $____________ $____________

A0490 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

17,000 SQYD $____________ $____________

A0500 30701-0000 CEMENT TREATED AGGREGATE COURSE

1,950 SQYD $____________ $____________

A0520 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

35,500.0 TON $____________ $____________

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

354.5 TON $____________ $____________

A0550 40601-0000 FOG SEAL

125.0 TON $____________ $____________

A0560 41102-1000 PRIME COAT, METHOD 1

184,000 SQYD $____________ $____________

A0570 41105-0000 BLOTTER

1,380.0 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0580 41201-0000 TACK COAT

125.0 TON $____________ $____________

A0590 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

405 SQYD $____________ $____________

A0600 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

2,160 SQYD $____________ $____________

A0610 55222-0000 REPAIR CONCRETE (BRIDGE DECK AND JOINTS)

ALL LPSM $___LPSM_____ $____________

A0620 60101-0000 CONCRETE (HEADWALL/WINGWALLS)

30 CUYD $____________ $____________

A0630 60101-0000 CONCRETE (STAIRS)

1.0 CUYD $____________ $____________

A0640 60110-0000 CONCRETE COLORING AGENT

58,400 LB $____________ $____________

A0650 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

920 LNFT $____________ $____________

A0660 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

300 LNFT $____________ $____________

A0670 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL PIPE, POLYMERIC COATED)

460 LNFT $____________ $____________

A0680 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL PIPE, POLYMERIC COATED)

42 LNFT $____________ $____________

A0690 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

40 EACH $____________ $____________

A0700 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0710 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

18 EACH $____________ $____________

A0720 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

A0730 60220-0290 4 FEET SPAN, 2 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

74 LNFT $____________ $____________

A0740 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

74 LNFT $____________ $____________

A0750 60403-1900 INLET, FLH TYPE 6B

3 EACH $____________ $____________

A0760 60404-1000 CATCH BASIN, FLH TYPE 1

3 EACH $____________ $____________

A0770 60405-0000 MANHOLE ADJUSTMENT

40 EACH $____________ $____________

A0780 60406-0000 INLET ADJUSTMENT

4 EACH $____________ $____________

A0790 60409-0100 INLET TOP, METAL FRAME AND GRATE, FLH TYPE A

6 EACH $____________ $____________

A0800 60409-0800 INLET TOP, METAL FRAME AND GRATE , FLH TYPE 6B

3 EACH $____________ $____________

A0810 60409-1000 INLET TOP, CONCRETE (SPECIAL)

12 EACH $____________ $____________

A0820 60501-0000 STANDARD UNDERDRAIN SYSTEM

550 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A0830 60526-0000 DRAINAGE CHASE

140 LNFT $____________ $____________

A0840 60704-0000 CLEANING CULVERT IN PLACE

30 EACH $____________ $____________

A0850 60901-0600 CURB, CONCRETE, 8-INCH DEPTH

15 LNFT $____________ $____________

A0860 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

77,225 LNFT $____________ $____________

A0870 60906-1000 GUTTER, CONCRETE (5-INCH DEPTH)

490 SQYD $____________ $____________

A0880 60908-1000 PAVED DITCH, ASPHALT

9,580 SQYD $____________ $____________

A0890 60920-0000 RESET WHEELSTOP (WOODEN)

24 EACH $____________ $____________

A0900 61102-2100 3-INCH WATERLINE, COPPER (HDPE)

220 LNFT $____________ $____________

A0910 61104-0400 VALVE, GATE (3-INCH)

1 EACH $____________ $____________

A0920 61105-0000 VALVE BOX

1 EACH $____________ $____________

A0930 61202-0400 6-INCH SEWER LINE, PLASTIC (SDR 11 HDPE)

195 LNFT $____________ $____________

A0940 61203-0000 MANHOLE, SANITARY SEWER

3 EACH $____________ $____________

A0950 61207-0000 CLEANOUT (END OF PIPE)

1 EACH $____________ $____________

A0960 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE)

860 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A0970 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH)

600 SQYD $____________ $____________

A0980 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE, EXPOSED

AGGREGATE FINISH)

2,900 SQYD $____________ $____________

A0990 61504-1000 ACCESSIBILITY RAMP, CONCRETE

75.0 SQYD $____________ $____________

A1000 61509-0000 DETECTABLE WARNING PANELS (CAST IRON)

21.0 SQYD $____________ $____________

A1010 61902-1800 GATE, METAL, 24 FEET WIDTH

2 EACH $____________ $____________

A1020 62002-0000 STONE MASONRY

10 SQYD $____________ $____________

A1030 62002-0800 CLASS B MASONRY, COURSE POINTED FINISH

46 SQYD $____________ $____________

A1040 62002-1000 CLASS B MASONRY, ROCK FACE FINISH

85 SQYD $____________ $____________

A1050 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

7 EACH $____________ $____________

A1060 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

27 EACH $____________ $____________

A1070 62031-0000 REPOINT STONE MASONRY

75 SQFT $____________ $____________

A1080 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1090 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1100 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1110 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1120 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

40 HOUR $____________ $____________

A1130 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1140 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1150 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1160 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

650 SQYD $____________ $____________

A1170 62510-2000 SEEDING, HYDRAULIC METHOD

30.5 ACRE $____________ $____________

A1180 62515-2000 MULCHING, HYDRAULIC METHOD

30.5 ACRE $____________ $____________

A1190 63301-0000 SIGN SYSTEM

84 EACH $____________ $____________

A1200 63308-0000 OBJECT MARKER

380 EACH $____________ $____________

A1210 63309-1000 DELINEATOR, TYPE SNOW POLE

500 EACH $____________ $____________

A1220 63314-0000 RUMBLE STRIP (CENTERLINE)

6.750 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A1230 63315-0000 RUMBLE STRIP (TRANSVERSE)

23.5 SQYD $____________ $____________

A1240 63317-1000 REMOVE AND RESET SIGN

4 SQYD $____________ $____________

A1250 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

5,200 LNFT $____________ $____________

A1260 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

102.000 MILE $____________ $____________

A1270 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

3.000 MILE $____________ $____________

A1280 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, WORD MESSAGE)

45 EACH $____________ $____________

A1290 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

10 EACH $____________ $____________

A1300 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

10 EACH $____________ $____________

A1310 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

28 EACH $____________ $____________

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

500 EACH $____________ $____________

A1330 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

500 EACH $____________ $____________

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1350 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

40 EACH $____________ $____________

A1360 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

40 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 17

A1370 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

6 EACH $____________ $____________

A1380 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

12,000 LNFT $____________ $____________

A1390 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,500.00 SQFT $____________ $____________

A1400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

24.046 MILE $____________ $____________

A1410 63507-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,400.0 DAY $____________ $____________

A1420 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,350.0 DAY $____________ $____________

A1430 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

4 EACH $____________ $____________

A1440 63610-1600 CONDUIT, 2-INCH, PVC

850 LNFT $____________ $____________

A1450 63610-2800 CONDUIT, 4-INCH, PVC

370 LNFT $____________ $____________

A1460 63621-5000 UTILITY BOX, CONCRETE (3x5x6 VAULT)

2 EACH $____________ $____________

A1470 63621-5000 UTILITY BOX, CONCRETE (2x3x3 VAULT)

4 EACH $____________ $____________

A1480 63622-0000 UTILITY TRENCH (POWER AND COMMUNICATIONS)

670 LNFT $____________ $____________

A1490 64620-0000 REMOVE AND RESET (BEAR BOX)

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 18

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A0110 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $__________ $___________

A - 19

X0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0020 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

X0030 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0050 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0060 15705-0100 SOIL EROSION CONTROL, SILT FENCE

622 LNFT $____________ $____________

X0070 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

400 LNFT $____________ $____________

X0080 15706-0200 SOIL EROSION CONTROL, CHECK DAM

15 EACH $____________ $____________

X0090 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0100 20205-0000 SELECTIVE CLEARING AND GRUBBING

0.80 ACRE $____________ $____________

X0110 20301-2700 REMOVAL OF STRUCTURE (BEAR BOX SALVAGE AND RESET)

17 EACH $____________ $____________

X0120 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

30 SQYD $____________ $____________

X0130 20401-0000 ROADWAY EXCAVATION

400 CUYD $____________ $____________

X0140 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

6.0 CUYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA NPS YOSE 17(4) & 941(1)

A - 20

X0150 30202-2000 ROADWAY AGGREGATE, METHOD 2

735.0 TON $____________ $____________

X0160 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

6,200 SQYD $____________ $____________

X0180 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,400.0 TON $____________ $____________

X0190 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

14.0 TON $____________ $____________

X0200 40601-0000 FOG SEAL

4.0 TON $____________ $____________

X0210 41102-1000 PRIME COAT, METHOD 1

6,050 SQYD $____________ $____________

X0220 41105-0000 BLOTTER

45.0 TON $____________ $____________

X0230 41201-0000 TACK COAT

4.0 TON $____________ $____________

X0240 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

25 SQYD $____________ $____________

X0250 60405-0000 MANHOLE ADJUSTMENT

3 EACH $____________ $____________

X0260 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

300 LNFT $____________ $____________

X0270 60915-2000 WHEELSTOP, TIMBER (REMOVE AND RESET)

36 EACH $____________ $____________

X0280 60920-0000 RESET WHEELSTOP (TIMBER LOGS)

34 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 21

X0290 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/THICKENED EDGE)

50 SQYD $____________ $____________

X0300 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

120 SQYD $____________ $____________

X0310 62510-2000 SEEDING, HYDRAULIC METHOD

0.5 ACRE $____________ $____________

X0320 62515-2000 MULCHING, HYDRAULIC METHOD

0.5 ACRE $____________ $____________

X0330 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

6,300 LNFT $____________ $____________

X0340 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, WORD MESSAGE)

2 EACH $____________ $____________

X0350 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

X0360 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

700 LNFT $____________ $____________

X0370 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10.00 SQFT $____________ $____________

X0380 64620-0000 REMOVE AND RESET (BEAR BOX)

17 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

X0040 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL $___________LPSM $__________

A - 22

Y0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0020 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

Y0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

7 EACH $____________ $____________

Y0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0070 15705-0100 SOIL EROSION CONTROL, SILT FENCE

700 LNFT $____________ $____________

Y0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,600 LNFT $____________ $____________

Y0090 15706-0200 SOIL EROSION CONTROL, CHECK DAM

10 EACH $____________ $____________

Y0100 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

7 EACH $____________ $____________

Y0110 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

Y0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0130 20205-0000 SELECTIVE CLEARING AND GRUBBING

2.40 ACRE $____________ $____________

Y0140 20301-2100 REMOVAL OF RESTROOM FACILITY (VAULT TOILET)

4 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA NPS YOSE 17(4) & 941(1)

A - 23

Y0150 20301-2700 REMOVAL OF STRUCTURE (BEAR BOX SALVAGE AND RESET)

24 EACH $____________ $____________

Y0160 20301-2900 REMOVAL OF TELEPHONE BOOTH

1 EACH $____________ $____________

Y0170 20302-0400 REMOVAL OF CURB, ASPHALT

215 LNFT $____________ $____________

Y0180 20302-0700 REMOVAL OF FENCE

120 LNFT $____________ $____________

Y0190 20302-2100 REMOVAL OF PIPE CULVERT

160 LNFT $____________ $____________

Y0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

120 SQYD $____________ $____________

Y0210 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

65 SQYD $____________ $____________

Y0220 20401-0000 ROADWAY EXCAVATION

1,450 CUYD $____________ $____________

Y0230 20435-3000 BACKFILL, CURB

25 CUYD $____________ $____________

Y0240 21101-2000 ROADWAY OBLITERATION, METHOD 2

975 SQYD $____________ $____________

Y0250 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

10.0 CUYD $____________ $____________

Y0260 25126-0000 REMOVE AND RESET BOULDER

120 EACH $____________ $____________

Y0270 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT)

520 CUYD $____________ $____________

Y0280 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,710.0 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 24

Y0290 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

5,100 SQYD $____________ $____________

Y0300 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,650.0 TON $____________ $____________

Y0320 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

16.5 TON $____________ $____________

Y0330 40601-0000 FOG SEAL

6.0 TON $____________ $____________

Y0340 41102-1000 PRIME COAT, METHOD 1

9,400 SQYD $____________ $____________

Y0350 41105-0000 BLOTTER

75.0 TON $____________ $____________

Y0360 41201-0000 TACK COAT

6.5 TON $____________ $____________

Y0370 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

370 SQYD $____________ $____________

Y0380 60201-0400 12-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

32 LNFT $____________ $____________

Y0390 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

130 LNFT $____________ $____________

Y0400 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

Y0410 60901-0600 CURB, CONCRETE, 8-INCH DEPTH

60 LNFT $____________ $____________

Y0420 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

890 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 25

Y0430 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH)

1,050 SQYD $____________ $____________

Y0440 61504-1000 ACCESSIBILITY RAMP, CONCRETE

100.0 SQYD $____________ $____________

Y0450 61509-0000 DETECTABLE WARNING PANELS (CAST IRON)

15.0 SQYD $____________ $____________

Y0460 62011-0100 STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

5 EACH $____________ $____________

Y0470 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

6 EACH $____________ $____________

Y0480 62510-2000 SEEDING, HYDRAULIC METHOD

1.4 ACRE $____________ $____________

Y0490 62515-2000…