6982AF23B000033-CA FLAP SCRT5(1) Monterey.IFB Final.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF23B000033

SOLICITATION TYPE: FULL & OPEN (OPEN COMPETITION)

PROJECT NUMBER: CA FLAP SCR T5(1)

PROJECT NAME: MONTEREY BAY SANCTUARY SCENIC TRAIL

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT CA FLAP SCR T5(1)

LOCATION WILDER RANCH STATE PARK

COUNTY SANTA CRUZ

STATE CALIFORNIA

LENGTH SCHEDULE A: 7.29 MILES

OPTION X LENGTH: PARKING LOT

OPTION Y LENGTH: PARKING LOT

TYPE OF IMPROVEMENT MULTI-USE PATH, ROAD, AND PARKING

LOT CONSTRUCTION, DRAINAGE,

SHOTCRETE, REINFORCED SOIL

SLOPES, IRRIGATION, GRADING,

ASPHALT CONCRETE PAVEMENT,

RESTROOMS AND UTILITIES

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ...................................................................................................................E-1 Division 150 ................................................................................................................... E-27 Division 200 ................................................................................................................... E-40 Division 300 ................................................................................................................... E-66 Division 400 ................................................................................................................... E-68 Division 500 ................................................................................................................... E-70 Division 600 ................................................................................................................... E-73 Division 700 ...................................................................................................................E-115

APPENDICES

Appendix A ........................................................................................... 401 and 404 Permits

Appendix B .....................................Caltrans and Santa Cruz County Encroachment Permits

Appendix C .............................Santa Cruz Branch Rail Line Rail Right-of-Way Specifications

Appendix D ......................................California Department of Fish and Wildlife Agreement

Appendix G .............................................................................................................. Fire 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

Appendix E....................................................................... Caltrans SWDR for Option X & Y

Appendix F.................................................................................................................. NPDES

PROJECT OVERVIEW

The CA FLAP SCRT5(1) Monterey Bay Sanctuary Scenic Trail project includes the construction of a new 12-foot-wide paved trail with 2-foot gravel shoulders for approximately 7.5 miles adjacent to a railroad corridor that is currently out of operation. Two existing parking facilities along Highway 1 will be reconstructed and improved. Key project components include constructing several reinforced soil slopes, a reinforced soil slope with a sculpted shotcrete facing, a rockery wall, new pipe culverts, pipe culvert extensions, and reconstructing parking lots adjacent to Highway 1.

Appendix H ................................................................... .............Public Sewer Specifications

Appendix I ................................................................... ..............Public Water Specifications

Appendix J ....................................................................................... Water Pollution Control

Appendix K ................................................................... .................................ROW Exhibits

Appendix L ................................................................... .....................Soil Management Plan

Appendix M ............................................................................................ Geologic Unit Map

Appendix N ................................................................... Small Business Subcontracting Plan

NOTICE TO BIDDERS

A-i

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

• Indication of interest in formal Partnering, Page A-5

• Bid Schedule Pages A-6 through A-29

• Completed an applicable Authority to Bind certificate, pages A-30 through A-34

• Buy American Act & Hazardous Materials, Pages A-35 and A-36

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

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

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

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

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

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

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

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov.

https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii

Applicable FAR/TAR 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/content/regulations.

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 $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/programs/vets4212

• My firm had a qualifying Federal Contract in 2023 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2023 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns.

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.219-14, Limitations on Subcontracting will apply.

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

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

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

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

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

https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/ https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.dol.gov%2Fagencies%2Fvets%2Fprograms%2Fvets4212&data=05%7C01%7Cryan.d.phillips%40dot.gov%7C09d955a274d74e8474dc08dbc51eeb3d%7Cc4cd245b44f04395a1aa3848d258f78b%7C0%7C0%7C638320508951679944%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=gIALto4XEaeYAJrJxNNxKww0nAj0lFMpA2G36Z3hVxc%3D&reserved=0

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON FEBRUARY 26, 2024

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

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

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

FAX Number to submit modifications to bids for this project is (720) 963-3360

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

II. POST AWARD INFORMATION

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

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

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

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

https://sam.gov/

A-iv

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

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

See Appendix N 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 2023) Business Size Goal (%)

SB 44.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 5.0%

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

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

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

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

See Subsection 108.01.

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

A-v

NOTICE: NON-MANDATORY PRE-BID SITE VISIT

This pre-bid meeting notice is being given to solicit contractor interest and to orient contractors with the project site prior to the bid opening. Representatives from the Federal Highway Administration (FHWA) will conduct a meeting on Thursday, February 15, 2024 at 9:00 a.m.

FHWA will provide a brief project presentation, a driving tour stopping at various locations to present design elements along the route, and be available to answer questions for the balance of the time period.

Access to the project roadways are not restricted to the public during the site visit, please provide your own transportation and personal protective equipment. Tour stopping locations have limited parking, please consolidate vehicles to the extent practical.

Interested parties will meet at 1101 Pacific Ave, Suite 250, Santa Cruz, CA 95060 at 9:00 a.m.

The agenda, sign-in sheet, any questions answered and other information from the pre-bid meeting will be posted to https://sam.gov/ shortly after.

If you would like to attend the pre-bid meeting, please email CFLContracts@dot.gov by Tuesday, February 13, 2024.

ATTENDANCE AT THE PROJECT PRE-BID MEETING IS NOT MANDATORY TO

BID THE PROJECT.

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

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

SOLICITATION

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

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

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

PAGE OF PAGES1. SOLICITATION NUMBER

6982AF23B000033 1 OF 2

3. DATE ISSUED

1/18/2024

HFLCEO230518PR CA FLAP SCR T5(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

Stephanie Navarro, Contract Specialist

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

SEE PAGE A-3 SEE PAGE A-3

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENTS

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

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

10 * X X 108.01 as amended in the

Special Contract Requirements.

X

0 2:00 pm local time 3/05/2024

X x

A-1

AWARD (To be completed by Government)

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

SEE INDIVIDUAL BID SCHEDULE(S)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

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 https://sam.gov.

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $25,000,000 and $35,000,000.

A-3 mailto:CFLContracts@dot.gov https://sam.gov/

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.

Basis for Award

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

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A. Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-4

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 FLAP SCR T5(1)

Project Name:Monterey Bay Sanctuary Scenic Trail

A - 7

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15214-2000 SURVEY AND STAKING, RETAINING WALL (ROCKERY)

ALL LPSM $___LPSM_____ $____________

A0030 15214-2500 SURVEY AND STAKING, REINFORCED SOIL SLOPE (DAVENPORT)

ALL LPSM $___LPSM_____ $____________

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

40 EACH $____________ $____________

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

7.705 MILE $____________ $____________

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING

15.412 MILE $____________ $____________

A0070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

7,500 LNFT $____________ $____________

A0110 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

93,000 LNFT $____________ $____________

A0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0130 20101-0000 CLEARING AND GRUBBING

40.00 ACRE $____________ $____________

A0140 20301-1100 REMOVAL OF GATE

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0150 20301-1900 REMOVAL OF PIPE CULVERT

12 EACH $____________ $____________

A0160 20301-2400 REMOVAL OF SIGN

25 EACH $____________ $____________

A0170 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (RAILROAD REMOVAL)

ALL LPSM $___LPSM_____ $____________

A0180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (UTILITY REMOVAL)

ALL LPSM $___LPSM_____ $____________

A0190 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A0200 20420-0000 EMBANKMENT CONSTRUCTION

26,500 CUYD $____________ $____________

A0210 20420-0000 EMBANKMENT CONSTRUCTION (REINFORCED SOIL SLOPE, DAVENPORT)

6,700 CUYD $____________ $____________

A0220 20420-0000 EMBANKMENT CONSTRUCTION (REINFORCED SOIL SLOPE)

11,650 CUYD $____________ $____________

A0230 21101-1000 ROADWAY OBLITERATION, METHOD 1

475 SQYD $____________ $____________

A0240 25101-2100 PLACED RIPRAP, METHOD B, CLASS 1

194.0 CUYD $____________ $____________

A0250 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

275.0 CUYD $____________ $____________

A0260 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

50.0 CUYD $____________ $____________

A0270 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

2,700 CUYD $____________ $____________

A0280 25210-0000 ROCKERY

1,500 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0290 25701-0600 CONTRACTOR FURNISHED REINFORCED SOIL SLOPE DESIGN (SHOTCRETE

FACED)

ALL LPSM $___LPSM_____ $____________

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

22,500 TON $____________ $____________

A0310 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE (CRUSHER FINES)

3,500 TON $____________ $____________

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

6,500 TON $____________ $____________

A0330 41102-1000 PRIME COAT, METHOD 1

58,000 SQYD $____________ $____________

A0340 41105-0000 BLOTTER

100 TON $____________ $____________

A0350 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

1,500 SQYD $____________ $____________

A0360 56601-0000 SHOTCRETE

475 SQYD $____________ $____________

A0370 60201-0400 12-INCH PIPE CULVERT (HDPE)

1,200 LNFT $____________ $____________

A0380 60201-0800 24-INCH PIPE CULVERT (METAL)

200 LNFT $____________ $____________

A0390 60201-0800 24-INCH PIPE CULVERT (HDPE)

340 LNFT $____________ $____________

A0400 60201-0900 30-INCH PIPE CULVERT (CONCRETE)

40 LNFT $____________ $____________

A0410 60201-1200 48-INCH PIPE CULVERT (METAL)

80 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0420 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT (PLASTIC)

42 EACH $____________ $____________

A0430 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (METAL)

6 EACH $____________ $____________

A0440 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (PLASTIC)

12 EACH $____________ $____________

A0450 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (CONCRETE)

1 EACH $____________ $____________

A0460 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (METAL)

1 EACH $____________ $____________

A0470 60212-0000 ELBOW

7 EACH $____________ $____________

A0480 60413-0000 TRENCH DRAIN

275 LNFT $____________ $____________

A0490 60707-0500 LINING 24-INCH PIPE CULVERT

220 LNFT $____________ $____________

A0500 60707-0600 LINING 30-INCH PIPE CULVERT

90 LNFT $____________ $____________

A0510 60707-0900 LINING 48-INCH PIPE CULVERT

40 LNFT $____________ $____________

A0520 61102-1545 2-INCH WATERLINE (HDPE)

265 LNFT $____________ $____________

A0530 61102-2950 6-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (HDPE)

11,250 LNFT $____________ $____________

A0540 61103-1100 12-INCH ENCASEMENT PIPE, GALVANIZED STEEL

200 LNFT $____________ $____________

A0550 61104-0200 VALVE, AIR RELEASE (4-INCH)

20 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0560 61104-0600 VALVE, GATE, 2-INCH

3 EACH $____________ $____________

A0570 61104-0700 VALVE, GATE, 4-INCH (RISER)

42 EACH $____________ $____________

A0580 61104-0800 VALVE, GATE, 6-INCH (BALL)

17 EACH $____________ $____________

A0590 61105-0000 VALVE BOX

21 EACH $____________ $____________

A0600 61108-1000 ADJUST WATER VALVE (CITY AIR RELEASE)

4 EACH $____________ $____________

A0610 61109-5000 RELOCATE WATER METER (3/4-INCH METER & BACKFLOW)

1 EACH $____________ $____________

A0620 61109-5000 RELOCATE WATER METER (2-INCH METER & BACKFLOW)

1 EACH $____________ $____________

A0630 61501-0100 SIDEWALK, CONCRETE

1,175 SQYD $____________ $____________

A0640 61501-0800 SIDEWALK, AGGREGATE (TIMBER STEPS)

150 SQYD $____________ $____________

A0650 61901-0000 FENCE (CABLE RAILING)

3,600 LNFT $____________ $____________

A0660 61901-0000 FENCE (COMBINATION)

27,250 LNFT $____________ $____________

A0670 61902-0000 GATE (STATE PARKS)

2 EACH $____________ $____________

A0680 61902-0000 GATE (AGRICULTURAL)

11 EACH $____________ $____________

A0690 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0700 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

A0710 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A0720 62201-1200 BULLDOZER, 80HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A0730 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

A0740 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A0750 62301-0000 GENERAL LABOR

160 HOUR $____________ $____________

A0760 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

A0770 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

A0780 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGICAL

MONITORING)

ALL LPSM $___LPSM_____ $____________

A0790 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL

MONITORING)

ALL LPSM $___LPSM_____ $____________

A0800 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (DUST MONITORING)

ALL LPSM $___LPSM_____ $____________

A0810 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (PALEONTOLOGICAL

MONITORING)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A0820 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

20.00 ACRE $____________ $____________

A0830 62510-2000 SEEDING, HYDRAULIC METHOD

27.00 ACRE $____________ $____________

A0840 62515-2000 MULCHING, HYDRAULIC METHOD

27.00 ACRE $____________ $____________

A0850 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

1,000 SQYD $____________ $____________

A0860 62901-1500 ROLLED EROSION CONTROL PRODUCT, TYPE 5.D

6,000 SQYD $____________ $____________

A0870 63301-0000 SIGN SYSTEM

150 EACH $____________ $____________

A0880 63316-1000 REMOVE AND RESET SIGN

15 EACH $____________ $____________

A0890 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

5.75 MILE $____________ $____________

A0900 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

11.50 MILE $____________ $____________

A0910 63405-0050 PAVEMENT MARKINGS, SYMBOLS

70 EACH $____________ $____________

A0920 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0930 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

45 EACH $____________ $____________

A0940 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

300 EACH $____________ $____________

A0950 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

50 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A0960 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A0970 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

15,000 LNFT $____________ $____________

A0980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,500 SQFT $____________ $____________

A0990 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

12,000 HOUR $____________ $____________

A1000 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1010 64603-0100 FIXTURE, TRASH RECEPTACLE

14 EACH $____________ $____________

A1020 64603-0300 FIXTURE, BENCH

9 EACH $____________ $____________

A1030 64603-0500 FIXTURE, BICYCLE STORAGE RACK

28 EACH $____________ $____________

A1040 64604-3000 FIXTURE, PEDESTRIAN RAILING (CABLE FENCE)

1,250 LNFT $____________ $____________

A1050 64604-3000 FIXTURE, PEDESTRIAN RAILING (TUBULAR RAILING)

475 LNFT $____________ $____________

A1060 65212-1000 PLACE RAILROAD PRECAST CONCRETE RAILROAD CROSSING PANEL

360 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

X2000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X2010 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

X2020 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

X2030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

X2040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X2050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X2060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X2070 15701-0000 SOIL EROSION CONTROL (CALTRANS SWDR MANAGEMENT, REPORTING &

IMPLEMENTATION)

ALL LPSM $___LPSM_____ $____________

X2080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

220 LNFT $____________ $____________

X2090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (CALTRANS TEMPORARY LARGE

SEDIMENT BARRIER)

200 LNFT $____________ $____________

X2100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (CALTRANS TYPE 1)

400 LNFT $____________ $____________

X2110 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

X2120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

X2130 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X2140 20101-0000 CLEARING AND GRUBBING

1.0 ACRE $____________ $____________

X2150 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

X2160 20302-2600 REMOVAL OF PAVEMENT MARKINGS

180 LNFT $____________ $____________

X2170 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X2180 20401-0000 ROADWAY EXCAVATION

3,100 CUYD $____________ $____________

X2190 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

20 CUYD $____________ $____________

X2200 25126-0000 REMOVE AND RESET BOULDER

35 EACH $____________ $____________

X2210 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

43 CUYD $____________ $____________

X2220 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,150 TON $____________ $____________

X2230 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

490 TON $____________ $____________

X2240 40601-0000 FOG SEAL

1.1 TON $____________ $____________

X2250 41102-1000 PRIME COAT, METHOD 1

3,225 SQYD $____________ $____________

X2260 41201-0000 TACK COAT

1.3 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X2270 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

130 SQYD $____________ $____________

X2280 60201-0800 24-INCH PIPE CULVERT (METALLIC_COATED CORRUGATED STEEL)

54 LNFT $____________ $____________

X2290 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X2300 60403-0000 INLET (TYPE GCP)

1 EACH $____________ $____________

X2310 60526-0000 DRAINAGE CHASE

29 LNFT $____________ $____________

X2320 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

630 LNFT $____________ $____________

X2330 60902-1200 CURB AND GUTTER, CONCRETE, 14-INCH DEPTH

290 LNFT $____________ $____________

X2340 60915-1000 WHEELSTOP, CONCRETE

3 EACH $____________ $____________

X2350 61102-0700 1-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (HDPE)

210 LNFT $____________ $____________

X2360 61107-0000 WATER METER

1 EACH $____________ $____________

X2370 61201-0000 SEWER SYSTEM (LIFT STATION)

ALL LPSM $___LPSM_____ $____________

X2380 61202-0100 4-INCH SEWER LINE, PLASTIC (HDPE)

255 LNFT $____________ $____________

X2390 61501-0100 SIDEWALK, CONCRETE (4-INCH DEPTH)

430 SQYD $____________ $____________

X2400 61501-0100 SIDEWALK, CONCRETE (REINFORCED, 5-INCH DEPTH)

155 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

X2410 61505-1000 ACCESSIBILITY RAMP, CONCRETE

2 EACH $____________ $____________

X2420 61509-0000 DETECTABLE WARNING PANELS

2.1 SQYD $____________ $____________

X2430 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

187.5 LNFT $____________ $____________

X2440 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

2 EACH $____________ $____________

X2450 61901-0000 FENCE (CABLE RAILING)

370 LNFT $____________ $____________

X2460 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X2470 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

20 HOUR $____________ $____________

X2480 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X2490 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

X2500 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X2510 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

X2520 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X2530 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 19

X2540 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (DUST MONITORING)

ALL LPSM $___LPSM_____ $____________

X2550 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL MONITORING)

ALL LPSM $___LPSM_____ $____________

X2560 62510-2000 SEEDING, HYDRAULIC METHOD

0.5 ACRE $____________ $____________

X2570 62515-2000 MULCHING, HYDRAULIC METHOD

0.5 ACRE $____________ $____________

X2580 62550-2000 BIOTIC SOIL AMENDMENT, HYDRAULIC METHOD

0.4 ACRE $____________ $____________

X2590 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

475 SQYD $____________ $____________

X2600 63301-0000 SIGN SYSTEM

10 EACH $____________ $____________

X2610 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

4,970 LNFT $____________ $____________

X2620 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE

1,740 SQFT $____________ $____________

X2630 63405-3350 PAVEMENT MARKINGS, TYPE I, STRAIGHT ARROW

3 EACH $____________ $____________

X2640 63405-3500 PAVEMENT MARKINGS, TYPE I, "STOP" WORD MESSAGE

2 EACH $____________ $____________

X2650 63405-3650 PAVEMENT MARKINGS, TYPE I, ACCESSIBILITY SYMBOL

3 EACH $____________ $____________

X2660 63406-0000 RAISED PAVEMENT MARKER (TYPE D)

10 EACH $____________ $____________

X2670 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 20

X2680 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

20 EACH $____________ $____________

X2690 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

X2700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

X2710 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

20 EACH $____________ $____________

X2720 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

1 EACH $____________ $____________

X2730 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN (VARIABLE

MESSAGE)

6 EACH $____________ $____________

X2740 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

49 EACH $____________ $____________

X2750 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

420 LNFT $____________ $____________

X2760 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

120 HOUR $____________ $____________

X2770 63601-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (RRFB)

ALL LPSM $___LPSM_____ $____________

X2780 63601-3000 SYSTEM INSTALLATION, ELECTRICAL

ALL LPSM $___LPSM_____ $____________

X2790 63610-1600 CONDUIT, 2-INCH, PVC (BORED)

70 LNFT $____________ $____________

X2800 63610-2800 CONDUIT, 4-INCH, PVC (BORED)

140 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 21

X2810 63610-2800 CONDUIT, 4-INCH, PVC

550 LNFT $____________ $____________

X2820 63621-1000 UTILITY BOX, PULLBOX

4 EACH $____________ $____________

X2830 64602-1000 BUILDING, RESTROOM FACILITY (DAVENPORT)

ALL LPSM $___LPSM_____ $____________

X2840 64603-0100 FIXTURE, TRASH RECEPTACLE

2 EACH $____________ $____________

X2850 64603-0300 FIXTURE, BENCH

3 EACH $____________ $____________

X2860 64603-0500 FIXTURE, BICYCLE STORAGE RACK

9 EACH $____________ $____________

X2870 64604-3000 FIXTURE, PEDESTRIAN RAILING

130 LNFT $____________ $____________

X2880 64605-0000 FIXTURE (TRASH ENCLOSURE)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 22

Y3000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y3010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.323 MILE $____________ $____________

Y3020 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

Y3030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

Y3040 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.646 MILE $____________ $____________

Y3050 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y3060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y3070 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y3080 15701-0000 SOIL EROSION CONTROL (CALTRANS SWDR MANAGEMENT, REPORTING &

IMPLEMENTATION)

ALL LPSM $___LPSM_____ $____________

Y3090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (CALTRANS TYPE 1)

1,300 LNFT $____________ $____________

Y3100 15706-0200 SOIL EROSION CONTROL, CHECK DAM

3 EACH $____________ $____________

Y3110 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

4 EACH $____________ $____________

Y3120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 23

Y3130 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y3140 20101-0000 CLEARING AND GRUBBING

2.1 ACRE $____________ $____________

Y3150 20301-2400 REMOVAL OF SIGN

15 EACH $____________ $____________

Y3160 20302-2600 REMOVAL OF PAVEMENT MARKINGS

12,000 LNFT $____________ $____________

Y3170 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Y3180 20401-0000 ROADWAY EXCAVATION

8,420 CUYD $____________ $____________

Y3190 20435-2500 BACKFILL, PERMEABLE

230 CUYD $____________ $____________

Y3200 21101-2000 ROADWAY OBLITERATION, METHOD 2

525 SQYD $____________ $____________

Y3210 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

60 CUYD $____________ $____________

Y3220 25126-0000 REMOVE AND RESET BOULDER

15 EACH $____________ $____________

Y3230 30202-2000 ROADWAY AGGREGATE, METHOD 2

4,650 TON $____________ $____________

Y3240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,900 TON $____________ $____________

Y3250 40601-0000 FOG SEAL

6.2 TON $____________ $____________

Y3260 40605-0000 BLOTTER

95 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 24

Y3270 41102-1000 PRIME COAT, METHOD 1

6,600 SQYD $____________ $____________

Y3280 41201-0000 TACK COAT

5.6 TON $____________ $____________

Y3290 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

390 SQYD $____________ $____________

Y3300 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

140 SQYD $____________ $____________

Y3310 60201-0600 18-INCH PIPE CULVERT (METALLIC_COATED CORRUGATED STEEL)

450 LNFT $____________ $____________

Y3320 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (METALLIC_COATED

CORRUGATED STEEL)

2 EACH $____________ $____________

Y3330 60403-0000 INLET (TYPE G1)

2 EACH $____________ $____________

Y3340 60403-0000 INLET (TYPE GO)

1 EACH $____________ $____________

Y3350 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

100 LNFT $____________ $____________

Y3360 60902-1200 CURB AND GUTTER, CONCRETE, 14-INCH DEPTH

660 LNFT $____________ $____________

Y3370 60905-1000 GUTTER, CONCRETE (6-INCH DEPTH)

25 LNFT $____________ $____________

Y3380 60915-1000 WHEELSTOP, CONCRETE

51 EACH $____________ $____________

Y3390 61501-0100 SIDEWALK, CONCRETE (REINFORCED, 5-INCH DEPTH)

165 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 25

Y3400 61501-0100 SIDEWALK, CONCRETE (4-INCH DEPTH)

425 SQYD $____________ $____________

Y3410 61505-1000 ACCESSIBILITY RAMP, CONCRETE

2 EACH $____________ $____________

Y3420 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

962.5 LNFT $____________ $____________

Y3430 61702-0000 TERMINAL SECTION (CALTRANS BURIED END ANCHOR)

2 EACH $____________ $____________

Y3440 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

2 EACH $____________ $____________

Y3450 61901-0000 FENCE (CABLE RAILING)

616 LNFT $____________ $____________

Y3460 61904-0000 BOLLARD POST

4 EACH…