IFB-6982AF18B000033.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

DATE:

6982AF18B000033

FULL AND OPEN COMPETITION (UNRESTRICTED)

CA FTNP SEKI 10(12)

GENERALS HIGHWAY

FEBRUARY 13, 2019

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT CA FTNP SEKI 10(12)

LOCATION SEQUOIA AND KINGS CANYON

NATIONAL PARK, GIANT SEQUOIA

NATIONAL MONUMENT

COUNTY TULARE

STATE CALIFORNIA

LENGTH SCHEDULE A: 8.0 MILES

OPTION X: 8.8 MILES

OPTION Y: 1.4 MILES

OPTION Z: TREE REMOVALS

TYPE OF IMPROVEMENT ROAD REHABILITATION, GUARDRAIL,

DRAINAGE, AND ASPHALT OVERLAY

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-4

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-25 Division 200 ................................................................................................................... E-41 Division 300 ................................................................................................................... E-52 Division 400 ................................................................................................................... E-53 Division 500 ................................................................................................................... E-55 Division 600 ................................................................................................................... E-59 Division 700 ................................................................................................................... E-80

APPENDICES

Appendix A ................................................................................................. 401/404 Permits

Appendix B .............................................................................. Sample 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

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

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

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-30

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

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

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

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

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

I. PRE-BID INFORMATION

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

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-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 http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

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

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. 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 2018 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2018 and is therefore exempt from the reporting requirements

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

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

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.

http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

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

http://osdbuweb.dot.gov.

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

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON March 7, 2019

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

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

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

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

A-iv business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

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

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

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

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

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2018) Business Size Goal (%)

SB 50.0%

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).

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

A-v

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

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

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF18B000033

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

02/13/2019

PAGE OF

PAGES

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

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

HFLCEO180397PR

6. PROJECT NO.

CA FTNP SEKI 10(12)

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:

Sheri Muehl, Contracting Officer 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 3/15/2019 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA

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

X

X

X

X

X

A-2

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

OFFEROR (Must be fully completed by offeror)

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

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

DUNS NO.

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

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

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-3

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 .

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

• Sequoia & Kings Canyon National Park, CA FTNP SEKI 10(12) Generals Highway, Pavement Report: Report #15-07

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

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

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-14. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $15 and $20 million.

mailto:CFLContracts@dot.gov http://www.fbo.gov/

A-4

Bid Schedule Instructions

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

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

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

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

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

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

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

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

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-14, A-22 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.

Basis for Award

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

A-5

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 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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

Partnering

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

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

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

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

Page 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 SEKI 10(12)

Project Name:Generals Highway

Page A - 7

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

8.000 MILE $____________ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

13 EACH $____________ $____________

A0080 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

A0100 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.09 MILE $____________ $____________

A0120 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

1.15 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

250 LNFT $____________ $____________

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

5,200 LNFT $____________ $____________

A0240 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

90 EACH $____________ $____________

A0260 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0280 20206-0000 SELECTIVE CLEARING AND GRUBBING

70 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP SEKI 10(12)

(CONTRACTOR-FURNISHED LAB)

Page A - 8

A0300 20301-1900 REMOVAL OF PIPE CULVERT

12 EACH $____________ $____________

A0320 20301-2400 REMOVAL OF SIGN

40 EACH $____________ $____________

A0340 20302-0200 REMOVAL OF CURB

18,000 LNFT $____________ $____________

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

3,400 SQYD $____________ $____________

A0380 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0400 20402-0000 SUBEXCAVATION

650 CUYD $____________ $____________

A0420 20420-0000 EMBANKMENT CONSTRUCTION

720 CUYD $____________ $____________

A0440 20420-0000 EMBANKMENT CONSTRUCTION (REINFORCED SOIL SLOPE)

410 CUYD $____________ $____________

A0460 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0480 21101-1000 ROADWAY OBLITERATION, METHOD 1

4,800 SQYD $____________ $____________

A0500 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

260.0 CUYD $____________ $____________

A0520 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

90.0 CUYD $____________ $____________

A0540 25125-0000 BOULDER

30 EACH $____________ $____________

A0560 25201-0000 SPECIAL ROCK EMBANKMENT

18 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 9

A0580 25210-0000 ROCKERY

640 SQFT $____________ $____________

A0600 25301-0000 GABIONS

54 SQFT $____________ $____________

A0620 30202-2000 ROADWAY AGGREGATE, METHOD 2

6,300 TON $____________ $____________

A0640 30302-1000 DITCH RECONDITIONING

560 LNFT $____________ $____________

A0660 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

8.000 MILE $____________ $____________

A0700 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

18,600 TON $____________ $____________

A0720 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

185 TON $____________ $____________

A0760 40601-0000 FOG SEAL

47 TON $____________ $____________

A0780 41102-1000 PRIME COAT, METHOD 1

111,500 SQYD $____________ $____________

A0800 41105-0000 BLOTTER

162 TON $____________ $____________

A0820 41201-0000 TACK COAT

47 TON $____________ $____________

A0840 55222-0000 REPAIR CONCRETE

ALL LPSM $___LPSM_____ $____________

A0860 60102-0000 CONCRETE

3.0 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 10

A0880 60201-0800 24-INCH PIPE CULVERT

400 LNFT $____________ $____________

A0900 60201-0900 30-INCH PIPE CULVERT

170 LNFT $____________ $____________

A0920 60201-1000 36-INCH PIPE CULVERT

50 LNFT $____________ $____________

A0940 60201-1200 48-INCH PIPE CULVERT

60 LNFT $____________ $____________

A0960 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A0980 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

7 EACH $____________ $____________

A1000 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A1020 60403-0000 INLET

1 EACH $____________ $____________

A1040 60409-0000 INLET TOP, METAL FRAME AND GRATE

1 EACH $____________ $____________

A1060 60704-0000 CLEANING CULVERT IN PLACE

10 EACH $____________ $____________

A1080 60707-0500 LINING 24-INCH PIPE CULVERT

230 LNFT $____________ $____________

A1100 60707-0600 LINING 30-INCH PIPE CULVERT

180 LNFT $____________ $____________

A1120 60801-0400 PAVED WATERWAY, TYPE 4

75 SQYD $____________ $____________

A1140 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

34,000 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 11

A1160 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (MOUNTABLE)

3,200 LNFT $____________ $____________

A1180 60901-6100 CURB, STONE, TYPE 2, 18-INCH DEPTH

170 LNFT $____________ $____________

A1200 60908-1000 PAVED DITCH, ASPHALT

8,300 SQYD $____________ $____________

A1220 61501-0100 SIDEWALK, CONCRETE

300 SQYD $____________ $____________

A1240 61504-1000 ACCESSIBILITY RAMP, CONCRETE

40 SQYD $____________ $____________

A1260 61701-4800 GUARDRAIL SYSTEM MGS, TYPE 3, CLASS A STEEL POSTS

825.0 LNFT $____________ $____________

A1280 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

4 EACH $____________ $____________

A1300 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

4 EACH $____________ $____________

A1320 61901-2300 FENCE, SPLIT RAIL

250 LNFT $____________ $____________

A1340 62003-0000 STONE MASONRY (BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1360 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A1380 62011-0900 STONE MASONRY HEADWALL FOR 48-INCH PIPE CULVERT

2 EACH $____________ $____________

A1400 62011-1900 STONE MASONRY HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1420 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

18 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A -12

A1440 62031-0000 REPOINT STONE MASONRY

480 SQFT $____________ $____________

A1460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

160 HOUR $____________ $____________

A1480 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

160 HOUR $____________ $____________

A1500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

160 HOUR $____________ $____________

A1520 62201-2050 ROLLER

160 HOUR $____________ $____________

A1540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

160 HOUR $____________ $____________

A1560 62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP

MINIMUM FLYWHEEL POWER

160 HOUR $____________ $____________

A1580 62301-0000 GENERAL LABOR

200 HOUR $____________ $____________

A1600 62302-0100 SPECIAL LABOR, SLOPE SCALING

20 HOUR $____________ $____________

A1620 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1640 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1660 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

5,500 SQYD $____________ $____________

A1680 62510-2000 SEEDING, HYDRAULIC METHOD

1.20 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A1700 62515-2000 MULCHING, HYDRAULIC METHOD

1.20 ACRE $____________ $____________

A1720 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

750 SQYD $____________ $____________

A1740 63301-0000 SIGN SYSTEM

50 EACH $____________ $____________

A1760 63301-0000 SIGN SYSTEM (WARNING BEACON)

7 EACH $____________ $____________

A1780 63308-0000 OBJECT MARKER

250 EACH $____________ $____________

A1800 63313-0000 RUMBLE STRIP

41,029 LNFT $____________ $____________

A1820 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

A1840 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1,300 LNFT $____________ $____________

A1860 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

78.1 MILE $____________ $____________

A1880 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

0.7 MILE $____________ $____________

A1900 63405-0050 PAVEMENT MARKINGS, SYMBOLS

7 EACH $____________ $____________

A1920 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1940 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

50 EACH $____________ $____________

A1960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

165 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 14

A1980 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

A2000 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

(GOVERNMENT FURNISHED)

2 EACH $____________ $____________

A2020 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

A2040 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

160 LNFT $____________ $____________

A2060 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

84,400 LNFT $____________ $____________

A2080 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

510 SQFT $____________ $____________

A2100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,500 HOUR $____________ $____________

A2120 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,000 HOUR $____________ $____________

A2140 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

25 WEEK $____________ $____________

A2160 64603-1000 FIXTURE, VAULT TOILET

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP SEKI 10(12)

Project Name:Generals Highway

A0160 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $____________ $____________

Page A - 15

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

8.800 MILE $____________ $____________

X0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

X0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

12 EACH $____________ $____________

X0100 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

X0120 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.45 MILE $____________ $____________

X0140 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

0.80 MILE $____________ $____________

X0160 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0180 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE

610 LNFT $____________ $____________

X0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

6,200 LNFT $____________ $____________

X0260 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

110 EACH $____________ $____________

X0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP SEKI 10(12)

(CONTRACTOR -FURNISHED LAB)

Page A - 16

X0300 20206-0000 SELECTIVE CLEARING AND GRUBBING

2,400 SQYD $____________ $____________

X0320 20301-1900 REMOVAL OF PIPE CULVERT

9 EACH $____________ $____________

X0340 20301-2400 REMOVAL OF SIGN

12 EACH $____________ $____________

X0360 20302-0200 REMOVAL OF CURB

4,800 LNFT $____________ $____________

X0380 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,300 SQYD $____________ $____________

X0400 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X0420 20402-0000 SUBEXCAVATION

1,400 CUYD $____________ $____________

X0440 20420-0000 EMBANKMENT CONSTRUCTION

800 CUYD $____________ $____________

X0460 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

X0480 21101-1000 ROADWAY OBLITERATION, METHOD 1

3,000 SQYD $____________ $____________

X0500 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

265.0 CUYD $____________ $____________

X0520 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

110.0 CUYD $____________ $____________

X0540 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

110.0 CUYD $____________ $____________

X0560 25126-0000 REMOVE AND RESET BOULDER

35 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 17

X0580 25210-0000 ROCKERY (REPAIRS)

680 SQFT $____________ $____________

X0600 30202-2000 ROADWAY AGGREGATE, METHOD 2

8,900 TON $____________ $____________

X0620 30302-1000 DITCH RECONDITIONING

700 LNFT $____________ $____________

X0640 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

8.800 MILE $____________ $____________

X0680 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

21,600 TON $____________ $____________

X0700 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

215 TON $____________ $____________

X0740 40601-0000 FOG SEAL

56 TON $____________ $____________

X0760 41102-1000 PRIME COAT, METHOD 1

129,000 SQYD $____________ $____________

X0780 41105-0000 BLOTTER

188 TON $____________ $____________

X0800 41201-0000 TACK COAT

56 TON $____________ $____________

X0820 55222-0000 REPAIR CONCRETE

ALL LPSM $___LPSM_____ $____________

X0840 60102-0000 CONCRETE

110.0 SQYD $____________ $____________

X0860 60201-0600 18-INCH PIPE CULVERT

5 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 18

X0880 60201-0800 24-INCH PIPE CULVERT

420 LNFT $____________ $____________

X0900 60201-0900 30-INCH PIPE CULVERT

60 LNFT $____________ $____________

X0920 60201-1200 48-INCH PIPE CULVERT

10 LNFT $____________ $____________

X0940 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

X0960 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

8 EACH $____________ $____________

X0980 60230-0000 DEBRIS RACK

1 EACH $____________ $____________

X1000 60501-0000 STANDARD UNDERDRAIN SYSTEM

340 LNFT $____________ $____________

X1020 60704-0000 CLEANING CULVERT IN PLACE

16 EACH $____________ $____________

X1040 60707-0500 LINING 24-INCH PIPE CULVERT

50 LNFT $____________ $____________

X1060 60707-0600 LINING 30-INCH PIPE CULVERT

160 LNFT $____________ $____________

X1080 60801-0400 PAVED WATERWAY, TYPE 4

25 SQYD $____________ $____________

X1100 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

36,300 LNFT $____________ $____________

X1120 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (MOUNTABLE)

210 LNFT $____________ $____________

X1140 60901-6100 CURB, STONE, TYPE 2, 18-INCH DEPTH

560 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 19

X1160 60908-1000 PAVED DITCH, ASPHALT

7,900 SQYD $____________ $____________

X1180 61701-4800 GUARDRAIL SYSTEM MGS, TYPE 3, CLASS A STEEL POSTS

512.5 LNFT $____________ $____________

X1200 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

1 EACH $____________ $____________

X1220 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

1 EACH $____________ $____________

X1240 61902-0000 GATE

1 EACH $____________ $____________

X1260 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

X1280 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

X1300 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

10 EACH $____________ $____________

X1320 62031-0000 REPOINT STONE MASONRY

500 SQFT $____________ $____________

X1340 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

X1360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

X1380 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

X1400 62201-2050 ROLLER

80 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 20

X1420 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

X1440 62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP

MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

X1460 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

X1480 62302-0100 SPECIAL LABOR, SLOPE SCALING

20 HOUR $____________ $____________

X1500 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

X1520 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

X1540 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

5,900 SQYD $____________ $____________

X1560 62510-2000 SEEDING, HYDRAULIC METHOD

1.20 ACRE $____________ $____________

X1580 62515-2000 MULCHING, HYDRAULIC METHOD

1.20 ACRE $____________ $____________

X1600 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

1,300 SQYD $____________ $____________

X1620 63301-0000 SIGN SYSTEM (WARNING BEACON)

1 EACH $____________ $____________

X1640 63301-0000 SIGN SYSTEM

17 EACH $____________ $____________

X1660 63308-0000 OBJECT MARKER

315 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 21

X1680 63313-0000 RUMBLE STRIP

43,989 LNFT $____________ $____________

X1700 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

X1720 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1,380 LNFT $____________ $____________

X1740 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

98.2 MILE $____________ $____________

X1760 63405-0050 PAVEMENT MARKINGS, SYMBOLS

7 EACH $____________ $____________

X1780 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

X1800 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

50 EACH $____________ $____________

X1820 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

170 EACH $____________ $____________

X1840 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

X1860 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

(GOVERNMENT FURNISHED)

2 EACH $____________ $____________

X1880 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

X1900 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

400 LNFT $____________ $____________

X1920 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

92,640 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 22

X1940 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

510 SQFT $____________ $____________

X1960 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,500 HOUR $____________ $____________

X1980 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,000 HOUR $____________ $____________

X2000 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

25 WEEK $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP SEKI 10(12)

Project Name:Generals Highway

X0220 15501-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

Page A - 23

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

1.400 MILE $____________ $____________

Y0060 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

Y0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0140 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0160 20302-0200 REMOVAL OF CURB

340 LNFT $____________ $____________

Y0180 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,600 TON $____________ $____________

Y0200 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

1.400 MILE $____________ $____________

Y0240 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,000 TON $____________ $____________

Y0260 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

60 TON $____________ $____________

Y0300 40601-0000 FOG SEAL

16 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP SEKI 10(12)

(CONTRACTOR-FURNISHED LAB)

Page A - 24

Y0320 41102-1000 PRIME COAT, METHOD 1

35,000 SQYD $____________ $____________

Y0340 41105-0000 BLOTTER

30 TON $____________ $____________

Y0360 41201-0000 TACK COAT

16 TON $____________ $____________

Y0380 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

Y0400 60405-0000 MANHOLE ADJUSTMENT

2 EACH $____________ $____________

Y0420 60409-0000 INLET TOP, METAL FRAME AND GRATE

2 EACH $____________ $____________

Y0440 60704-0000 CLEANING CULVERT IN PLACE

13 EACH $____________ $____________

Y0460 60707-0500 LINING 24-INCH PIPE CULVERT

85 LNFT $____________ $____________

Y0480 60707-0700 LINING 36-INCH PIPE CULVERT

60 LNFT $____________ $____________

Y0500 60901-0800 CURB, CONCRETE, 10-INCH DEPTH (MOUNTABLE)

360 LNFT $____________ $____________

Y0520 60908-1000 PAVED DITCH, ASPHALT

820 SQYD $____________ $____________

Y0540 61108-1000 ADJUST WATER VALVE

4 EACH $____________ $____________

Y0560 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

Y0580 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 25

Y0600 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

Y0620 62201-2050 ROLLER

40 HOUR $____________ $____________

Y0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

Y0660 62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP

MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

Y0680 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

Y0700 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

Y0720 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

Y0740 63308-0000 OBJECT MARKER

40 EACH $____________ $____________

Y0760 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

Y0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

12,000 LNFT $____________ $____________

Y0800 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

14.3 MILE $____________ $____________

Y0820 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

Y0840 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

50 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 26

Y0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

155 EACH $____________ $____________

Y0880 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

Y0900 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

15,142 LNFT $____________ $____________

Y0920 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

210 SQFT $____________ $____________

Y0940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

720 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP SEKI 10(12)

Project Name:Generals Highway

Y0100 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

Page A - 27

Z0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0040 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING 4"-10")

234 EACH $____________ $____________

Z0060 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING & CHIPPING, 4"-10")

50 EACH $____________ $____________

Z0080 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING 10"-24")

634 EACH $____________ $____________

Z0100 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING & CHIPPING, 10"-24")

90 EACH $____________ $____________

Z0120 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING 24"-40")

400 EACH $____________ $____________

Z0140 20220-1000 REMOVAL, INDIVIDUAL TREE (FELLING & CHIPPING, 24"-40")

60 EACH $____________ $____________

Z0160 20220-1000…