DTFH681600001_CA_FLAP_SR89(1)_ _CA_FLAP_10089(1).pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6816B00001

PROJECT NUMBER: CA FLAP SR 89(1) & CA FLAP 10089(1)

PROJECT NAME: TRUCKEE RIVER BRIDGE & DOLLAR CREEK

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

PROJECT TRUCKEE RIVER BRIDGE & DOLLAR

CREEK TRAIL

LOCATION TAHOE NATIONAL FOREST

COUNTY PLACER COUNTY

STATE CALIFORNIA

LENGTH SCHEDULE A: 1.97 MILES

OPTION X: .12 MILES

OPTION Y: 2.37 MILES

TYPE OF IMPROVEMENT ROAD CONSTRUCTION, BRIDGE

CONSTRUCTION, BIKE PATH

CONSTRUCTION, RETAINING WALLS,

AGGREGATE BASE & ASPHALT PAVING.

MULTI-USE TRAIL CONSTRUCTION,

TRAIL BRIDGE, DRAINAGE

IMPROVEMENTS, AND PARKING LOT

CONSTRUCTION

NOTICE: NON-MANDATORY 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 Tuesday, July 12th, from 9:00 a.m. to approximately Noon.

Interested parties will meet at the Tahoe City Public Utility District (TCPUD) Parking Lot at 221 Fairway Drive in Tahoe City, CA at 9A.M. on July 12th, 2016.

From 9:00am to 10:30am, contractors are welcome to tour the site. At approximately 10:30am, the FHWA will hold a brief (30min to 1 hour) presentation in the Board Room of the TCPUD, highlighting points in the solicitation. Contractors are urged to walk the site prior to the meeting.

Each Offeror will provide their own transportation to review the project sites. Questions will be addressed after the presentation and a summary of those questions, the agenda, and any other information from pre-bid meeting will be posted to www.fbo.gov shortly after.

If you would like to attend the pre-bid meeting, please contact Jeremiah Rogers at 720-963-3717 by July 11, 2016.

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

THE PROJECT, HOWEVER ATTENDANCE IS ADVISED.

NOTE TO LARGE BUSINESSES:

Due to the compressed schedule for award of this project following the bid opening, large businesses are required to submit their completed subcontracting plan with their bid. Failure to submit a subcontracting plan may deem your bid non-responsive.

A sample of a subcontracting plan is included as Appendix H in this solicitation.

Prior to development of this subcontracting plan, please read FAR Clause

52.219-9 – Small Business Subcontracting Plan (Oct 2014).

It is the Prime Contractors responsibility to ensure that all small business concerns included in this subcontracting plan are eligible. The System for Award Management (SAM) is the only source for certification of Small Disadvantaged Business and HUBZone Small Business concerns.

Prime Contractors are encouraged to post sources sought notices for subcontracting opportunities on http://web.sba.gov/subnet/ Small businesses can review this web site to 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

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

Davis Bacon Wage Determination .................................................................................. D-1

Special Contract Requirements (SCR’s) for Schedule A & Option X ............................ E-1

Special Contract Requirements (SCR’s) for Option Y .................................................... F-1

PLANS

CA FLAP SR 89(1), Truckee River Bridge .................. Plans for Schedule A and Option X

CA FLAP 10089(1), Dollar Creek Trail ................................................. Plans for Option Y

APPENDICES

Appendix A ............................................................................................... Fire Plan for A/X

Appendix B ................................................................................................... Fire Plan for Y

Appendix C ................................................................................ 401/404 Permits for A/X/Y

Appendix D .................................................................................. TRPA Permits for A/X /Y

Appendix E ....................................................................... Encroachment Permit for A/X/Y

Appendix F............................................................................... NPDES Permit for Option Y

Appendix G ............................................................. Liberty Energy Standards for Option Y

Appendix H .............................................................................. Sample Subcontracting Plan

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.

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

Bid Schedule including Buy American Act & Hazardous Materials Pages A-6 through A-21.

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 100 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6; Reps and Certs, Page B-7 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-8 and B-9.

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.

Subcontracting Plan, if a Large Business. See Appendix H.

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

I. PRE-BID INFORMATION

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

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

The FP-14 was utilized for the design of this project. Hard copies of the FP-14 will not be provided to bidders. The FP-14 is available electronically at http://flh.fhwa.dot.gov/resources/pse/standard/ or may be purchased by contacting Bob Rosenblatt at ARC Western, telephone number 303-785- 2520 or email bob.rosenblatt@e-arc.com. Hard copies of the FP-14 will not be provided to the awarded Prime Contractor.

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

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 on Page B-7. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the System for Award Management (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.

Vets100 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 2015 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2015 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.

A-iii

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

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

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

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

http://osdbuweb.dot.gov.

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 Block 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON JULY 18, 2016

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.

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.

A-iv

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

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6816B00001

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

6/24/16

PAGE OF

PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

CA FLAP SR89(1) & CA FLAP 10089(1)

7. ISSUED BY:

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Jeremiah Rogers, 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, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS, Schedule A+X and Option Y

4. PLANS, Schedule A+X and Option Y

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 7/26/16 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-2

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

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

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

Item 9: FOR GENERAL INFORMATION: Call 720-963-3090 or 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 or by fax to 720-963-3360.

FOR PHYSICAL DATA: The following data is available electronically with this solicitation at www.fbo.gov:

Geotech Report

Pavement Report

Hydraulic Report

Structures Report

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 BLOCK 19 OF THE SF-1442, BY

THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work (base schedule and options) is between $25 and

$35 million.

A-4

Bid Schedule Instructions

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

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

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

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

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

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

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

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

Pay Item 15401-0000, Contractor testing

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for Schedule A and Option Y. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary therefore they are 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.. This price will not be factored into the evaluation for award. This Government, after evaluation, can substitute in the Government furnished field laboratory price if it is in the Government’s best interest, prior to award.

The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

A-5

Evaluation Factors for Award

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

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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.

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

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15206-0000 Line A0040 1.970 MILE $ $

15214-0000 Line A0060 ALL LPSM $

15214-2000 Line A0080 ALL LPSM $

15215-2000 Line A0100 2 EACH $ $

15215-3000 Line A0120 86 EACH $ $

15216-2000 Line A0140 3.940 MILE $ $

15301-0000 Line A0160 ALL LPSM $

15401-0000 Line A0180 ALL LPSM $

15501-0000 Line A0200 ALL LPSM $

15705-0100 Line A0220 9,900 LNFT $ $

15705-1400 Line A0240 2,850 LNFT $ $

15706-0200 Line A0260 20 EACH $ $

15706-1000 Line A0280 125 EACH $ $

15706-1600 Line A0300 5 EACH $ $

15802-0000 Line A0320 ALL LPSM $

20101-0000 Line A0340 17.6 ACRE $ $

20220-1000 Line A0360 308 EACH $ $

20301-0400 Line A0380 1 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, MISCELLANEOUS(JELLY FISH WATER QUALITY FEATURE)

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, BRIDGE

SURVEY AND STAKING, DRAINAGE STRUCTURE

REMOVAL OF BRIDGE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

Jeremiah.Rogers Typewritten Text A-6

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text (using a Contractor Furnished Lab)

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-0700 Line A0400 152 EACH $ $

20301-1500 Line A0420 12 EACH $ $

20301-1900 Line A0440 1,960 EACH $ $

20301-2200 Line A0460 1 EACH $ $

20301-2400 Line A0480 83 EACH $ $

20302-0300 Line A0500 4,620 LNFT $ $

20302-0700 Line A0520 330 LNFT $ $

20302-1200 Line A0540 110 LNFT $ $

20304-1000 Line A0560 ALL LPSM $

20401-0000 Line A0580 21,000 CUYD $ $

20402-0000 Line A0600 1,000 CUYD $ $

20420-0000 Line A0620 31,500 CUYD $ $

20466-0000 Line A0640 1,500 CUYD $ $

20801-0000 Line A0660 1,030 CUYD (CQ) $ $

20803-0000 Line A0680 310 CUYD (CQ) $ $

20815-0000 Line A0700 ALL LPSM $

20820-0000 Line A0720 ALL LPSM $

21101-1000 Line A0740 4,200 SQYD $ $

25101-2200 Line A0760 40 CUYD $ $

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD B, CLASS 2

STRUCTURAL BACKFILL

COFFERDAMS (FANNY BRIDGE)

DEWATERING (FANNY BRIDGE DEWATERING)

REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC SIGNAL SYSTEM AT WYE AND PED SIGNAL)

ROADWAY EXCAVATION

SUBEXCAVATION

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN AND STONE FOUNDATION

REMOVAL OF SIGN

EMBANKMENT CONSTRUCTION

CONSERVE AND STOCKPILE TOPSOIL

STRUCTURE EXCAVATION

REMOVAL OF DELINEATOR

REMOVAL OF LIGHT POLE

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

Jeremiah.Rogers

A-7

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-2500 Line A0780 850 CUYD $ $

25126-0000 Line A0800 303 EACH $ $

25210-0000 Line A0820 5,440 SQFT $ $

30101-2000 Line A0840 11,500 TON $ $

30802-0000 Line A0860 4,700 CUYD $ $

40101-5600 Line A0880 13,100 TON $ $

40601-0000 Line A0900 17 TON $ $

40605-0000 Line A0920 290 TON $ $

41102-3000 Line A0940 39,300 SQYD $ $

41201-0000 Line A0960 25 TON $ $

55101-0200 Line A0980 595 LNFT $ $

55104-1000 Line A1000 2 EACH (CQ) $ $

55201-0200 Line A1020 1,401 CUYD (CQ) $ $

55210-0400 Line A1040 75 CUYD (CQ) $ $

55235-0000 Line A1060 187 LNFT (CQ) $ $

55302-3700 Line A1080 1,958 LNFT (CQ) $ $

55401-1000 Line A1100 97,200 LB $ $

55401-2000 Line A1120 90,900 LB $ $

55502-0000 Line A1140 12,400 LB (CQ) $ $

REINFORCING STEEL

REINFORCING STEEL, EPOXY COATED

STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

CONCRETE FILLED STEEL PIPE PILE, IN PLACE

DYNAMIC PILE LOAD TEST

STRUCTURAL CONCRETE, CLASS A (AE)

PRECAST STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENT

EXPANSION JOINTS

PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER

RECYCLED AGGREGATE BASE

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

FOG SEAL

BLOTTER

PRIME COAT, METHOD 3

TACK COAT

PLACED RIPRAP, METHOD B, CLASS 5

REMOVE AND RESET BOULDER

ROCKERY

AGGREGATE BASE GRADING D

Jeremiah.Rogers

A-8

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

55601-0500 Line A1160 310 LNFT $ $

55601-0600 Line A1180 347 LNFT (CQ) $ $

56302-1000 Line A1200 13,100 SQFT $ $

56401-1000 Line A1220 32 EACH (CQ) $ $

56901-0000 Line A1240 1,272 SQYD (CQ) $ $

60201-0500 Line A1260 135 LNFT $ $

60201-0600 Line A1280 4,015 LNFT $ $

60201-0800 Line A1300 1,765 LNFT $ $

60201-0900 Line A1320 940 LNFT $ $

60201-1200 Line A1340 630 LNFT $ $

60210-0500 Line A1360 1 EACH $ $

60210-0600 Line A1380 5 EACH $ $

60210-0800 Line A1400 8 EACH $ $

60401-0000 Line A1420 19 EACH $ $

60403-0000 Line A1440 67 EACH $ $

60405-0000 Line A1460 21 EACH $ $

60406-0000 Line A1480 10 EACH $ $

60418-0000 Line A1500 ALL LPSM $

60901-1000 Line A1520 3,050 LNFT $ $

MANHOLE ADJUSTMENT

INLET ADJUSTMENT

STORM WATER DETENTION VAULT(JELLYFISH)

CURB, CONCRETE, 12-INCH DEPTH(CALTRANS TYPE D6 CURB)

48-INCH PIPE CULVERT (DAM DIVERSION SYSTEM)

END SECTION FOR 15-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MANHOLE

INLET

BEARING DEVICE, ELASTOMERIC

CONCRETE OVERLAY

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

30-INCH PIPE CULVERT

BRIDGE RAILING, CONCRETE

BRIDGE RAILING, CONCRETE, BEAM RAIL

PAINTING, CONCRETE STRUCTURE

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers

A-9

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60902-0700 Line A1540 1,000 LNFT $ $

60902-1000 Line A1560 9,000 LNFT $ $

61101-0000 Line A1580 ALL LPSM $

61108-2000 Line A1600 4 EACH $ $

61108-4000 Line A1620 17 EACH $ $

61109-4000 Line A1640 1 EACH $ $

61110-1000 Line A1660 ALL LPSM $

61201-0000 Line A1680 ALL LPSM $

61206-0000 Line A1700 1 EACH $ $

61501-0100 Line A1720 2,650 SQYD $ $

61502-1000 Line A1740 300 SQYD $ $

61503-1000 Line A1760 800 SQYD $ $

61505-1000 Line A1780 50 EACH $ $

61701-4550 Line A1800 450 LNFT $ $

61702-1600 Line A1820 3 EACH $ $

61707-0000 Line A1840 75 LNFT $ $

61901-0000 Line A1860 750 LNFT $ $

61904-0000 Line A1880 6 EACH $ $

61921-1000 Line A1900 450 LNFT $ $

TERMINAL SECTION, TYPE MGS FLARED

STRUCTURE TRANSITION RAILING

FENCE

BOLLARD POST

REMOVE AND RESET FENCE

RELOCATE SANITARY SERVICE (FANNY BRIDGE SEWER)

SIDEWALK, CONCRETE

DRIVE PAD, CONCRETE (DRIVEWAYS)

MEDIAN, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

WATER SYSTEM

ADJUST FIRE HYDRANT

ADJUST VALVE BOX

RELOCATE FIRE HYDRANT

IRRIGATION SYSTEM

SEWER SYSTEM (TRI)

CURB AND GUTTER, CONCRETE, 9-INCH DEPTH(CALTRANS TYPE D4 CURB)

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(CALTRANS TYPE A2-6 AND B2-6 CURB)

Jeremiah.Rogers

A-10

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0200 Line A1920 200 HOUR $ $

62201-0900 Line A1940 200 HOUR $ $

62201-2850 Line A1960 200 HOUR $ $

62201-3000 Line A1980 200 HOUR $ $

62301-0000 Line A2000 200 HOUR $ $

62302-1000 Line A2020 1,000 HOUR $ $

62302-1100 Line A2040 200 HOUR $ $

62405-0200 Line A2060 14,100 SQYD $ $

62510-2000 Line A2080 4.0 ACRE $ $

62515-2000 Line A2100 4.0 ACRE $ $

62516-4000 Line A2120 5,650 SQYD $ $

62601-0820 Line A2140 2,468 EACH $ $

62603-1500 Line A2160 22 EACH $ $

62616-2100 Line A2180 112 EACH $ $

62630-0100 Line A2200 900 EACH $ $

62630-0300 Line A2220 252 EACH $ $

62630-0350 Line A2240 27 EACH $ $

62650-1000 Line A2260 1 EACH $ $

62901-0000 Line A2280 11,250 SQYD $ $

PINUS ARISTATA, BRISTLECONE PINE, 18-INCH TO 36-INCH HEIGHT, CONTAINER GROWN (EVERGREEN TREE)

PLANTINGS, SEEDLINGS, BARE ROOT

PLANTINGS, SEEDLINGS, CONTAINER GROWN (5 GALLON SHRUB)

PLANTINGS, TREES, BALLED AND BURLAPPED(2.5-INCH CALIPER DECIDUOUS TREE)

REMOVE AND REPLANT TREE AND SHRUB (WILLIAMSON TREE)

ROLLED EROSION CONTROL PRODUCT

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HAND METHOD

ARCTOSTAPHYLOS UVA-URSI, KINNIKINNICK, 1 GALLON (1 GALLON SHRUBS)

CRATAEGUS COLUMBIANA, COLUMBIA HAWTHORN, 2 GALLON, CONTAINER GROWN (2-INCH DECIDUOUS TREE)

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

Jeremiah.Rogers

A-11

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000 Line A2300 174 EACH $ $

63303-0900 Line A2320 18 EACH $ $

63308-4000 Line A2340 4 EACH $ $

63309-0200 Line A2360 16 EACH $ $

63309-1000 Line A2380 317 EACH $ $

63316-1000 Line A2400 22 EACH $ $

63318-1000 Line A2420 317 EACH $ $

63401-0100 Line A2440 29,700 LNFT $ $

63401-0200 Line A2460 3,165 LNFT $ $

63405-0050 Line A2480 98 EACH $ $

63405-0100 Line A2500 8 EACH $ $

63405-0150 Line A2520 15 EACH $ $

63405-0300 Line A2540 33 EACH $ $

63405-0450 Line A2560 1 EACH $ $

63501-0000 Line A2580 ALL LPSM $

63503-1000 Line A2600 11,582 LNFT $ $

63601-2000 Line A2620 ALL LPSM $

63601-5000 Line A2640 ALL LPSM $

63601-6000 Line A2660 ALL LPSM $

SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

PAVEMENT MARKINGS, TYPE A, "STOP" WORD MESSAGE

PAVEMENT MARKINGS, TYPE A, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

SYSTEM INSTALLATION, LIGHTING

SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN

SNOW POLE HOLDER

PAVEMENT MARKINGS, TYPE A, SOLID

PAVEMENT MARKINGS, TYPE A, BROKEN

PAVEMENT MARKINGS, SYMBOLS

PAVEMENT MARKINGS, TYPE A, TURN ARROW

PAVEMENT MARKINGS, TYPE A, STRAIGHT ARROW

SIGN SYSTEM

SIGN, ALUMINUM PANEL, TYPE 3 SHEETING

OBJECT MARKER, TYPE CALTRANS TYPE L

DELINEATOR, TYPE 2

DELINEATOR, TYPE SNOW POLE

REMOVE AND RESET SIGN

Jeremiah.Rogers

A-12

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63602-1000 Line A2680 2 EACH $ $

63602-7000 Line A2700 6 EACH $ $

63610-1600 Line A2720 350 LNFT $ $

63610-2800 Line A2740 1,320 LNFT $ $

63610-2900 Line A2760 1,830 LNFT $ $

64603-1200 Line A2780 2 EACH $ $

64620-0500 Line A2800 1 EACH $ $

64620-1000 Line A2820 2 EACH $ $

64701-1000 Line A2840 ALL LPSM $

FIXTURE, WAYSIDE EXHIBIT

REMOVE AND RESET FLAG POLE

REMOVE AND RESET HISTORIC MARKER

MITIGATION, WETLANDS MITIGATION (SEZ MITIGATION)

SYSTEM INSTALLATION, TRAFFIC SIGNAL

SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

CONDUIT, 2-INCH, PVC

CONDUIT, 4-INCH, PVC

CONDUIT, 4-INCH, RIGID GALVANIZED STEEL

Jeremiah.Rogers Typewritten Text A-13

Jeremiah.Rogers Typewritten Text

TOTAL: $________________

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Using Government furnished lab trailer)* $_________________ *See Page A-5 of this Solicitation for an explanation of how to bid this item.

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers

Option X Account: ALL

Project No: CA CA FLAP SR 89(1) CA Option X

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

20401-0000 Line X0040 2,300 CUYD $ $

30101-2000 Line X0060 900 TON $ $

30802-0000 Line X0080 1,200 CUYD $ $

40101-5600 Line X0100 1,500 TON $ $

40601-0000 Line X0120 2 TON $ $

40605-0000 Line X0140 25 TON $ $

41102-3000 Line X0160 3,500 SQYD $ $

41201-0000 Line X0180 4 TON $ $

63501-0000 Line X0200 ALL LPSM $

Schedule Total: ________________________

Submitted by: _________________________

MOBILIZATION

ROADWAY EXCAVATION

AGGREGATE BASE GRADING D

RECYCLED AGGREGATE BASE

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

FOG SEAL

BLOTTER

PRIME COAT, METHOD 3

TACK COAT

TEMPORARY TRAFFIC CONTROL

Jeremiah.Rogers Typewritten Text A-14

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

TOTAL: $________________

Jeremiah.Rogers Typewritten Text

Option Y Account: ALL

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0050 ALL LPSM $

15206-0000 Line Y0100 3.500 MILE $ $

15210-3000 Line Y0150 3.250 MILE $ $

15214-1000 Line Y0200 ALL LPSM $

15215-3000 Line Y0250 3 EACH $ $

15215-7000 Line Y0300 1 EACH $ $

15216-2000 Line Y0350 5.000 MILE $ $

15301-0000 Line Y0400 ALL LPSM $

15401-0000 Line Y0450 ALL LPSM $

15501-0000 Line Y0500 ALL LPSM $

15705-0100 Line Y0550 730 LNFT $ $

15705-1400 Line Y0600 1,400 LNFT $ $

15706-1600 Line Y0650 3 EACH $ $

15802-0000 Line Y0700 ALL LPSM $

20101-0000 Line Y0750 5.8 ACRE $ $

20301-1100 Line Y0800 2 EACH $ $

20301-2400 Line Y0850 1 EACH $ $

20302-0700 Line Y0900 160 LNFT $ $

20401-0000 Line Y0950 4,050 CUYD $ $

20402-0000 Line Y1000 300 CUYD $ $

20441-0000 Line Y1050 1,750 CUYD $ $

20801-0000 Line Y1100 62 CUYD (CQ) $ $

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, BRIDGE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

ROADWAY EXCAVATION

SUBEXCAVATION

WASTE

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT / ENTRANCE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

STRUCTURE EXCAVATION

REMOVAL OF GATE

REMOVAL OF SIGN

REMOVAL OF FENCE

Schedule Total: ________________________

Submitted by: _________________________

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text A-15

Jeremiah.Rogers Typewritten Text (Using a Contractor furnished lab)

Jeremiah.Rogers Typewritten Text

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

21101-1000 Line Y1150 1,175 SQYD $ $

25101-2200 Line Y1200 25 CUYD $ $

25125-0000 Line Y1250 50 EACH $ $

30101-4000 Line Y1300 8,000 TON $ $

40301-0000 Line Y1350 2,800 TON $ $

40601-0000 Line Y1400 1 TON $ $

41101-1000 Line Y1450 18 TON $ $

41201-0000 Line Y1500 1 TON $ $

55201-0200 Line Y1550 22 CUYD (CQ) $ $

55401-2000 Line Y1600 2,200 LB (CQ) $ $

55504-0000 Line Y1650 ALL LPSM $

55601-0900 Line Y1700 25 LNFT (CQ) $ $

60201-0300 Line Y1750 12 LNFT $ $

60201-0400 Line Y1800 55 LNFT $ $

60201-0800 Line Y1850 40 LNFT $ $

60210-0400 Line Y1900 4 EACH $ $

60210-0800 Line Y1950 1 EACH $ $

60405-0000 Line Y2000 1 EACH $ $

60901-0400 Line Y2050 220 LNFT $ $

61501-0100 Line Y2100 1 SQYD $ $

61509-0000 Line Y2150 8 SQYD $ $

61901-0000 Line Y2200 100 LNFT $ $

STRUCTURAL CONCRETE, CLASS A (AE)

REINFORCING STEEL, EPOXY COATED

PRE-FABRICATED STEEL BRIDGE (48'-4" X 16' MODULAR STEEL PEDESTRIAN BRIDGE)

BOULDER

AGGREGATE BASE GRADING C OR D

ASPHALT CONCRETE PAVEMENT

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

PRIME COAT, METHOD 1

TACK COAT

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD B, CLASS 2

24-INCH PIPE CULVERT

END SECTION FOR 12-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MANHOLE ADJUSTMENT

CURB, CONCRETE, 6-INCH DEPTH

SIDEWALK, CONCRETE (CONCRETE PAD)

BRIDGE RAILING, STEEL (PEDESTRIAN RAILING)

8-INCH PIPE CULVERT

12-INCH PIPE CULVERT

DETECTABLE WARNING PANELS

FENCE (TEMPORARY)

Jeremiah.Rogers Typewritten Text A-16

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61901-2500 Line Y2250 80 LNFT $ $

61904-0000 Line Y2300 3 EACH $ $

62201-0200 Line Y2350 25 HOUR $ $

62201-0350 Line Y2400 25 HOUR $ $

62201-2800 Line Y2450 20 HOUR $ $

62301-0000 Line Y2500 35 HOUR $ $

62302-1000 Line Y2550 30 HOUR $ $

62302-1100 Line Y2600 30 HOUR $ $

62303-1000 Line Y2650 ALL LPSM $

62303-1000 Line Y2700 ALL LPSM $

62407-0000 Line Y2750 1,950 CUYD $ $

62501-0000 Line Y2800 1.6 ACRE $ $

63301-0000 Line Y2850 21 EACH $ $

63301-0000 Line Y2900 2 EACH $ $

63308-5000 Line Y2950 4 EACH $ $

63309-0900 Line Y3000 12 EACH $ $

63309-1000 Line Y3050 4 EACH $ $

63401-1500 Line Y3100 6,100 LNFT $ $

63405-0050 Line Y3150 3 EACH $ $

63405-0050 Line Y3200 3 EACH $ $

63405-3250 Line Y3250 1 EACH $ $

63502-0700 Line Y3300 50 EACH $ $

MOTOR GRADER, 8 FOOT MINIMUM BLADE

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST)

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGIST)

FENCE, SPLIT RAIL, 3 RAIL

BOLLARD POST

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

DELINEATOR, TYPE SNOW POLE

PAVEMENT MARKINGS, TYPE H, SOLID (RECESSED)

PAVEMENT MARKINGS, SYMBOLS (TYPE H)

PAVEMENT MARKINGS, SYMBOLS (TYPE D)

PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL, CONE

PLACING CONSERVED TOPSOIL

TURF ESTABLISHMENT

SIGN SYSTEM

SIGN SYSTEM (RRFB)

OBJECT MARKER, TYPE CALTRANS TYPE P

DELINEATOR, TYPE FLEXIBLE

Jeremiah.Rogers

A-17

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-1050 Line Y3350 20 EACH $ $

63502-1300 Line Y3400 10 EACH $ $

63503-1000 Line Y3450 3,000 LNFT $ $

63504-1000 Line Y3500 175 SQFT $ $

63506-0500 Line Y3550 300 HOUR $ $

63601-3000 Line Y3600 ALL LPSM $

63612-0000 Line Y3650 2 EACH $ $

64603-0500 Line Y3700 1 EACH $ $

LUMINAIRE(CALTRANS TYPE 15)

FIXTURE, BICYCLE STORAGE RACK

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

SYSTEM INSTALLATION, ELECTRICAL

Jeremiah.Rogers Typewritten Text A-18

Jeremiah.Rogers Typewritten Text

TOTAL: $________________

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Option Y Alternate Bid Item 15401-0000, Contractor Testing (using a Government furnished lab trailer)* $_________________ *See Page A-5 of this Solicitation for an explanation of how to bid this item.

Bid Summary Page

Construction Total, Schedule A: ______________________________

Construction Total, Option X: ______________________________

Construction Total, Option Y: ______________________________

Total Construction Bid, A+X+Y: ______________________________

A-19

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

A-20

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-21

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.

B-1

BID…