DTFH6817B00004.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6817B00004

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA FLAP SR 36(13)

PROJECT NAME: STATE ROUTE 36

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-03 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

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

PROJECT CA FLAP SR 36(13)

LOCATION STATE ROUTE 36

COUNTY HUMBOLDT

STATE CALIFORNIA

LENGTH SCHEDULE A: 2.97 MILES

OPTION X: 0.93 MILES

OPTION Y: VARIES

OPTION Z: VARIES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, GRADING,

DRAINAGE, AGGREGATE BASE,

ASPHALT SURFACING AND RETAINING

WALLS

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-32 Division 200 ................................................................................................................... E-66 Division 300 ................................................................................................................... E-96 Division 400 ................................................................................................................... E-97 Division 600 ................................................................................................................. E-131 Division 700 ................................................................................................................. E-159

APPENDICES

Appendix A ..........................................................................................................401 Permit

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

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

Appendix C ..................................................... .....................................................404 Permit

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). Please submit the following with your bid:

Submit the following documents with your Bid Package–

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

Indication of interest in formal Partnering, Page A-6

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-7 through A-24

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-03.

The FP-03 was utilized for the design of this project. Paper copies of the FP-03 will not be provided to bidders or the awarded Prime Contractor. The FP-03 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ . A single paper copy can be obtained from the Research &

Technology Distribution Center (RTPDC) by email report.center@dot.gov .

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov http://farsite.hill.af.mil/vffara.htm

A-ii

Notice of SAM Registration – you must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart

4.1103(c). 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. Please include NAICS 237310 in your SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

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 2016 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2016 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of

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

HUBZone small business concerns.

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

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

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least

50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least

35% of the cost of the contract performance incurred for personnel to one or more qualified

HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

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

A-iii

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

102.03 of the FP-03. Bid bonds must be originals and have original signatures and corporate seals.

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

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The

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

http://osdbuweb.dot.gov.

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 APRIL 18, 2017

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.

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

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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 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 Goals (As of FY 2017)

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-03.

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

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 and site visit on Thursday, April 13, from 9:00 a.m. Pacific time to approximately 1:00 p.m. Pacific time.

Interested parties will meet at the pull-off area at approximately HUM PM 37.0

(40°27'40.75"N, 123°39'6.16"W) at 9:00 a.m.

Each Offeror will provide their own transportation to review the project sites. Notice: The project is very remote and there is potential for severe weather. Bring vehicles capable of such conditions. Furthermore, the pull-off is limited in size. Consolidate staff to one vehicle per bidder.

Questions will NOT be addressed during the site visit. All quesitons must be submitted in writing and the answers will be posted on FBO. The agenda, sign-in sheet and any other information from the pre-bid meeting will be posted to www.fbo.gov shortly after.

If you would like to attend the pre-bid meeting, please email CFLContracts@dot.gov by Monday, April 10, 2017.

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

BID THE PROJECT.

A-v mailto:ryan.d.phillips@dot.gov

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6817B00004

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/24/2017

PAGE OF

PAGES

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

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

HFLCPM1700000093PR

6. PROJECT NO.

CA FLAP SR 36(13)

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:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS, FP-03, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 4/25/17 (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-1

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-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 .

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

Geotechnical Report Geophysical Investigation Geotechnical Data Report Pavements & Materials Report Hydraulic Report Initial Site Assessment

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-03.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-03. 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-03.

ESTIMATED

PRICE: The price range of the project work is between $35 and $40 million.

A-3 mailto:CFLContracts@dot.gov

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.

A+B Bidding

• When completing the bid schedules, provide the number of calendar days necessary to complete all contract work from the Notice to Proceed until the day of final construction completion, both dates included. The total number of calendar days bid will become the basis for determining the fixed contract completion date (see Subsection 108.01). It is against this date that liquidated damages would be assessed according to Subsection 108.04.

The number of calendar days bid must fall within these ranges:

A-4

Minimum Calendar Days Maximum Calendar Days

Schedule A 300 460

Option X 40 100

• Multiply the number of days bid by the Road User/Administrative Cost of $8,300.00 per day to determine the Road User/Administrative Cost Subtotal (Part B) for Schedule A and Option X.

• Add the Construction Cost Subtotal (Part A) to the Road User Cost Subtotal (Part B) to determine the Project Total (Part A+B). See bid schedule.

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.

• There is no time associated with Options Y and Z .

Bidders must provide prices on alternative Contractor Testing pay items for Schedule A and Option X.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for

Schedule A and Option X. The price for this item will be included in the Construction Cost Total for

Schedule A, Option X and all totals on the Bid Summary, page A-24, therefore, included in the evaluation for award.

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

The Government retains the discretion to award a contract which includes either of the alternative

Contractor Testing items at the respective bid price.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option X, Option Y and Option Z. 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 30 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.

A-5

Pay Item 15401-0000, Contractor testing

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

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

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

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

A-6

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.

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-11 Paragraph (c) & (d) and FAR Provision 52.225-12 Paragraph (b).

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]

A-7

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and

Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the

Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products

Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American

Coal Ash Association and the National Slag Association.

A-8

B I D S C H E D U L E Schedule A Account: ALL

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15206-0000 Line A0040 192.390 STA $ $

15214-2000 Line A0060 ALL LPSM $

15215-3000 Line A0080 48 EACH $ $

15216-2000 Line A0100 384.780 STA $ $

15301-0000 Line A0120 ALL LPSM $

15401-0000 Line A0140 ALL LPSM $

15501-0000 Line A0160 ALL LPSM $

15703-2500 Line A0180 40.0 ACRE $ $

15705-0100 Line A0200 20,000 LNFT $ $

15705-0300 Line A0220 500 LNFT $ $

15705-1400 Line A0240 47,000 LNFT $ $

15706-0200 Line A0260 650 EACH $ $

15706-1100 Line A0280 25 EACH $ $

15706-1600 Line A0300 4 EACH $ $

15802-0000 Line A0320 ALL LPSM $

20101-0000 Line A0340 56.0 ACRE $ $

20304-1000 Line A0360 ALL LPSM $

20401-0000 Line A0380 360,000 CUYD $ $

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

ROADWAY EXCAVATION

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SLOPE DRAINS

SOIL EROSION CONTROL, SEDIMENT LOG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Schedule Total: ________________________

Submitted by: _________________________

(Contractor-furnished Lab)

A-9

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20441-0000 Line A0400 29,000 CUYD $ $

20701-1300 Line A0420 674,000 SQYD $ $

20703-1000 Line A0440 47,000 SQYD $ $

20703-1000 Line A0460 43,500 SQYD $ $

20802-0000 Line A0480 490 CUYD $ $

21101-1000 Line A0500 33,000 SQYD $ $

25101-2000 Line A0520 400 CUYD $ $

25101-3000 Line A0540 100 CUYD $ $

25101-4000 Line A0560 320 CUYD $ $

25101-5000 Line A0580 210 CUYD $ $

25201-0000 Line A0600 23,500 CUYD $ $

25205-0000 Line A0620 13,200 CUYD $ $

25501-1000 Line A0640 8,000 SQFT $ $

25901-0000 Line A0660 11,400 LNFT $ $

30101-0000 Line A0680 41,000 TON $ $

30501-0000 Line A0700 1,850 TON $ $

40101-5600 Line A0720 21,100 TON $ $

40105-3000 Line A0740 220 TON $ $

40301-0000 Line A0760 4,200 TON $ $

ROCK BUTTRESS

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

SOIL NAIL

WASTE

EARTHWORK GEOTEXTILE, TYPE IV-B (WOVEN)

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

PLACED RIPRAP, CLASS 5

SPECIAL ROCK EMBANKMENT

GEOGRID, UNIAXIAL (TYPE VII-A)

GEOGRID, UNIAXIAL (TYPE VII-B)

FOUNDATION FILL (REINFORCED)

ANTISTRIP ADDITIVE, TYPE 3

HOT ASPHALT CONCRETE PAVEMENT

AGGREGATE BASE

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

A-10

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40920-1000 Line A0780 27 TON $ $

41103-0000 Line A0800 66,000 SQYD $ $

41105-0000 Line A0820 4,300 TON $ $

41201-1000 Line A0840 65 TON $ $

60103-0140 Line A0860 10 EACH $ $

60103-0160 Line A0880 2 EACH $ $

60103-0180 Line A0900 3 EACH $ $

60103-0220 Line A0920 3 EACH $ $

60103-0240 Line A0940 1 EACH $ $

60103-0260 Line A0960 3 EACH $ $

60103-0420 Line A0980 2 EACH $ $

60201-0300 Line A1000 45 LNFT $ $

60201-0600 Line A1020 180 LNFT $ $

60201-0800 Line A1040 2,350 LNFT $ $

60201-0900 Line A1060 470 LNFT $ $

60201-1000 Line A1080 525 LNFT $ $

60201-1200 Line A1100 270 LNFT $ $

60201-1300 Line A1120 350 LNFT $ $

60201-1400 Line A1140 240 LNFT $ $

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

PRIME COAT (METHOD 1)

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

CONCRETE, HEADWALL FOR 120-INCH PIPE CULVERT

8-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

18-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

24-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

30-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

36-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

48-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

54-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

60-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

A-11

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-2300 Line A1160 190 LNFT $ $

60210-0600 Line A1180 8 EACH $ $

60210-0800 Line A1200 29 EACH $ $

60210-0900 Line A1220 3 EACH $ $

60210-1000 Line A1240 4 EACH $ $

60210-1200 Line A1260 3 EACH $ $

60210-1300 Line A1280 1 EACH $ $

60403-0000 Line A1300 22 EACH $ $

60501-0000 Line A1320 2,100 LNFT $ $

60506-0000 Line A1340 1,400 LNFT $ $

60602-0700 Line A1360 75 EACH $ $

60602-0800 Line A1380 18 EACH $ $

60602-0900 Line A1400 12 EACH $ $

60602-1150 Line A1420 11 EACH $ $

60901-2300 Line A1440 13,000 LNFT $ $

60901-2300 Line A1460 65 LNFT $ $

60908-1000 Line A1480 4,400 SQYD $ $

61001-0000 Line A1500 13,000 LNFT $ $

61001-0000 Line A1520 1,300 LNFT $ $

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

END SECTION FOR 54-INCH PIPE CULVERT

INLET

STANDARD UNDERDRAIN SYSTEM

120-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

CURB, ASPHALT, 6-INCH DEPTH (CHECK DAM)

PAVED DITCH, ASPHALT

HORIZONTAL DRAIN PIPE (TYPE I)

HORIZONTAL DRAIN PIPE (TYPE II)

UNDERDRAIN SYSTEM (CHANNEL)

PIPE ANCHOR ASSEMBLY, 24-INCH

PIPE ANCHOR ASSEMBLY, 30-INCH

PIPE ANCHOR ASSEMBLY, 36-INCH

PIPE ANCHOR ASSEMBLY, 54-INCH

CURB, ASPHALT, 6-INCH DEPTH

A-12

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61101-0000 Line A1540 ALL LPSM $

61701-4500 Line A1560 1,000 LNFT $ $

61702-1500 Line A1580 4 EACH $ $

61901-0900 Line A1600 48 LNFT $ $

61902-0000 Line A1620 1 EACH $ $

61902-1400 Line A1640 1 EACH $ $

61920-2000 Line A1660 4 EACH $ $

62201-0250 Line A1680 50 HOUR $ $

62201-0550 Line A1700 100 HOUR $ $

62201-1050 Line A1720 100 HOUR $ $

62201-1400 Line A1740 100 HOUR $ $

62201-3300 Line A1760 100 HOUR $ $

62301-0000 Line A1780 200 HOUR $ $

62302-0100 Line A1800 40 HOUR $ $

62302-1000 Line A1820 40 HOUR $ $

62302-1100 Line A1840 100 HOUR $ $

62303-1000 Line A1860 ALL LPSM $

62406-0300 Line A1880 38.0 ACRE $ $

62510-2000 Line A1900 40.0 ACRE $ $

WATER SYSTEM

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

TERMINAL SECTION, TYPE MGS TANGENT

FENCE, BARBED WIRE, 4 STRAND

GATE (TEMPORARY)

GATE, METAL, 16 FEET WIDTH

REMOVE AND RESET GATE

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ENVIRONMENTAL SURVEYS)

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, HYDRAULIC METHOD

A-13

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62515-3000 Line A1920 40.0 ACRE $ $

62601-1100 Line A1940 357 EACH $ $

62616-1850 Line A1960 369 EACH $ $

63301-0000 Line A1980 17 EACH $ $

63308-0000 Line A2000 90 EACH $ $

63309-0100 Line A2020 21 EACH $ $

63309-0200 Line A2040 370 EACH $ $

63313-0000 Line A2060 14,500 LNFT $ $

63402-1500 Line A2080 12.0 MILE $ $

63407-0400 Line A2100 1,350 EACH $ $

63502-0500 Line A2120 19 EACH $ $

63502-0700 Line A2140 600 EACH $ $

63502-1300 Line A2160 600 EACH $ $

63502-1600 Line A2180 20 EACH $ $

63502-2000 Line A2200 5 EACH $ $

63502-3100 Line A2220 2 EACH $ $

63503-0300 Line A2240 500 LNFT $ $

63503-0400 Line A2260 1,600 LNFT $ $

63503-1000 Line A2280 1,000 LNFT $ $

ACER MACROPHYLLUM, BIG LEAF MAPLE, 1-INCH TO 1 1/2-INCH CALIPER, BALLED AND BURLAPPED

PSEUDOTSUGA MENZIESII, DOUGLAS FIR, 48-INCH TO 60-INCH HEIGHT, BALLED AND BURLAPPED

SIGN SYSTEM

OBJECT MARKER

DELINEATOR, TYPE 1 (CALTRANS TYPE F)

DELINEATOR, TYPE 2 (CALTRANS TYPE E)

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE H, SOLID

RECESSED PAVEMENT MARKER TYPE D

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

A-14

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63504-1000 Line A2300 1,150 SQFT $ $

63505-1000 Line A2320 19.0 MILE $ $

63506-0500 Line A2340 11,000 HOUR $ $

63506-0600 Line A2360 5,000 HOUR $ $

63510-0100 Line A2380 64 WEEK $ $

63610-2800 Line A2400 1,000 LNFT $ $

64604-1000 Line A2420 650 LNFT $ $

64620-0400 Line A2440 9 EACH $ $

64704-1600 Line A2460 470 CUYD $ $

65101-1000 Line A2480 4,000 SQYD $ $

FIXTURE, HANDRAIL (CABLE)

REMOVE AND RESET MAILBOX

MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

DRAPED ROCKFALL PROTECTION, WIRE MESH (ANCHORED)

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

CONDUIT, 4-INCH, PVC

Schedule A Alternate Bid Item

15401-0000 CONTRACT TESTING (GOVERNMENT FURNISHED LAB)* $ __________________

* See page A-5 of this Solicitation for an explanation of how to bid this item.

A-15

Option X Account: ALL

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15206-0000 Line X0040 51.720 STA $ $

15214-2000 Line X0060 ALL LPSM $

15215-3000 Line X0080 17 EACH $ $

15216-2000 Line X0100 103.440 STA $ $

15301-0000 Line X0120 ALL LPSM $

15401-0000 Line X0140 ALL LPSM $

15501-0000 Line X0160 ALL LPSM $

15703-2500 Line X0180 6.5 ACRE $ $

15705-0100 Line X0200 1,900 LNFT $ $

15705-0300 Line X0220 16 LNFT $ $

15705-1400 Line X0240 4,800 LNFT $ $

15706-0200 Line X0260 110 EACH $ $

15706-1100 Line X0280 14 EACH $ $

15706-1600 Line X0300 2 EACH $ $

15802-0000 Line X0320 ALL LPSM $

20101-0000 Line X0340 10.5 ACRE $ $

20304-1000 Line X0360 ALL LPSM $

20401-0000 Line X0380 57,000 CUYD $ $

Schedule Total: ________________________

Submitted by: _________________________

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

ROADWAY EXCAVATION

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SLOPE DRAINS

SOIL EROSION CONTROL, SEDIMENT LOG

A-16

(Contractor-furnished Lab)

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20441-0000 Line X0400 57,000 CUYD $ $

20701-1300 Line X0420 1,100 SQYD $ $

20802-0000 Line X0440 490 CUYD $ $

21101-1000 Line X0460 600 SQYD $ $

25101-2000 Line X0480 110 CUYD $ $

25101-3000 Line X0500 20 CUYD $ $

25101-5000 Line X0520 80 CUYD $ $

25201-0000 Line X0540 45 CUYD $ $

25501-1000 Line X0560 20,500 SQFT $ $

25901-0000 Line X0580 12,600 LNFT $ $

30101-0000 Line X0600 12,200 TON $ $

30501-0000 Line X0620 550 TON $ $

40101-5600 Line X0640 6,100 TON $ $

40105-3000 Line X0660 61 TON $ $

40301-0000 Line X0680 1,300 TON $ $

40920-1000 Line X0700 8 TON $ $

41103-0000 Line X0720 18,500 SQYD $ $

41105-0000 Line X0740 1,200 TON $ $

41201-1000 Line X0760 19 TON $ $

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

HOT ASPHALT CONCRETE PAVEMENT

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

PRIME COAT (METHOD 1)

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

SOIL NAIL

AGGREGATE BASE

FOUNDATION FILL (REINFORCED)

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

WASTE

EARTHWORK GEOTEXTILE, TYPE IV-B (WOVEN)

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 5

SPECIAL ROCK EMBANKMENT

A-17

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60103-0140 Line X0780 6 EACH $ $

60103-0260 Line X0800 1 EACH $ $

60201-0600 Line X0820 110 LNFT $ $

60201-0800 Line X0840 725 LNFT $ $

60201-1000 Line X0860 60 LNFT $ $

60201-1400 Line X0880 50 LNFT $ $

60210-0600 Line X0900 4 EACH $ $

60210-0800 Line X0920 10 EACH $ $

60210-1000 Line X0940 1 EACH $ $

60403-0000 Line X0960 8 EACH $ $

60501-0000 Line X0980 1,900 LNFT $ $

60602-0700 Line X1000 11 EACH $ $

60901-2300 Line X1020 3,150 LNFT $ $

60901-2300 Line X1040 14 LNFT $ $

60908-1000 Line X1060 1,050 SQYD $ $

61701-4100 Line X1080 13 LNFT $ $

61701-4500 Line X1100 3,400 LNFT $ $

61702-0400 Line X1120 1 EACH $ $

61702-1500 Line X1140 3 EACH $ $

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

TERMINAL SECTION, TYPE G4-CRT

TERMINAL SECTION, TYPE MGS TANGENT

STANDARD UNDERDRAIN SYSTEM

PIPE ANCHOR ASSEMBLY, 24-INCH

CURB, ASPHALT, 6-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH (CHECK DAM)

PAVED DITCH, ASPHALT

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

36-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

60-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

INLET

CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

18-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

24-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

A-18

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61707-4000 Line X1160 25 LNFT $ $

61711-5000 Line X1180 1 EACH $ $

61902-1600 Line X1200 1 EACH $ $

61907-0000 Line X1220 2 EACH $ $

62201-0250 Line X1240 20 HOUR $ $

62201-0550 Line X1260 30 HOUR $ $

62201-1050 Line X1280 30 HOUR $ $

62201-1400 Line X1300 30 HOUR $ $

62201-3300 Line X1320 30 HOUR $ $

62301-0000 Line X1340 50 HOUR $ $

62302-0100 Line X1360 40 HOUR $ $

62302-1000 Line X1380 30 HOUR $ $

62302-1100 Line X1400 30 HOUR $ $

62303-1000 Line X1420 ALL LPSM $

62406-0300 Line X1440 3.5 ACRE $ $

62510-2000 Line X1460 6.5 ACRE $ $

62515-3000 Line X1480 6.5 ACRE $ $

62601-1100 Line X1500 7 EACH $ $

62616-1850 Line X1520 7 EACH $ $

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

ACER MACROPHYLLUM, BIG LEAF MAPLE, 1-INCH TO 1 1/2-INCH CALIPER, BALLED AND BURLAPPED

PSEUDOTSUGA MENZIESII, DOUGLAS FIR, 48-INCH TO 60-INCH HEIGHT, BALLED AND BURLAPPED

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ENVIRONMENTAL SURVEYS)

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

FENCE POST

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

STRUCTURE TRANSITION RAILING, MGS SYSTEM

IMPACT ATTENUATOR, QUADGUARD

GATE, METAL, 20 FEET WIDTH

A-19

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000 Line X1540 5 EACH $ $

63308-0000 Line X1560 32 EACH $ $

63309-0100 Line X1580 3 EACH $ $

63309-0200 Line X1600 160 EACH $ $

63313-0000 Line X1620 4,700 LNFT $ $

63402-1500 Line X1640 4.0 MILE $ $

63407-0400 Line X1660 430 EACH $ $

63502-0500 Line X1680 3 EACH $ $

63502-0700 Line X1700 200 EACH $ $

63502-1300 Line X1720 200 EACH $ $

63502-1600 Line X1740 6 EACH $ $

63502-3100 Line X1760 1 EACH $ $

63503-0300 Line X1780 100 LNFT $ $

63503-0400 Line X1800 3,800 LNFT $ $

63503-1000 Line X1820 500 LNFT $ $

63504-1000 Line X1840 165 SQFT $ $

63505-1000 Line X1860 6.0 MILE $ $

63506-0500 Line X1880 3,400 HOUR $ $

63506-0600 Line X1900 1,000 HOUR $ $

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

DELINEATOR, TYPE 1 (CALTRANS TYPE F)

DELINEATOR, TYPE 2 (CALTRANS TYPE E)

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE H, SOLID

RECESSED PAVEMENT MARKER TYPE D

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

SIGN SYSTEM

OBJECT MARKER

A-20

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63510-0100 Line X1920 20 WEEK $ $

63610-2800 Line X1940 200 LNFT $ $

64604-1000 Line X1960 1,570 LNFT $ $

64620-0400 Line X1980 2 EACH $ $

64704-1500 Line X2000 13 CUYD $ $

65101-1000 Line X2020 1,800 SQYD $ $

65101-1000 Line X2040 2,100 SQYD $ $

CONDUIT, 4-INCH, PVC

FIXTURE, HANDRAIL (CABLE)

REMOVE AND RESET MAILBOX

MITIGATION, STREAMBED CHANNEL REALIGNMENT

DRAPED ROCKFALL PROTECTION, WIRE MESH (ANCHORED)

DRAPED ROCKFALL PROTECTION, WIRE MESH

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

A-21

Option X Alternate Bid Item

15401-0000 CONTRACT TESTING (GOVERNMENT FURNISHED LAB)* $ __________________

* See page A-5 of this Solicitation for an explanation of how to bid this item.

Option Y Account: ALL

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

62540-1000 Line Y0020 22.0 ACRE $ $

SEEDING SUPPLEMENTS, SEED

Schedule Total: ________________________

Submitted by:…