FO_IFB_CA_PRA_GOGA_104(1)_ _105(2)_ _268(2).pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-13-B-00003

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA PRA GOGA 104(1) & 105(2) & 268(2)

PROJECT NAME: BUNKER & MITCHELL ROADS, ALEXANDER AVE.

BID OPENING DATE:

See Page A-1, Block 13A

This solicitation cites

Standard Specifications for Construction of Roads and Bridges On Federal Highway Projects, FP-03 U.S. 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.cflhd.gov/contracting/construction E-mail: CFLContracts@dot.gov

PROJECT CA PRA GOGA 104(1) &

105(2) Bunker & Mitchell Roads, Alexander Ave.

BEGINNING STATION` *Various, see plans

ENDING STATION *Various, see plans

LENGTH SCHEDULE A:

Old Bunker Road: .22 miles Mitchell Road: .48 miles Bunker Road: 2.48 miles

OPTION X

Alexander Avenue: .31 miles

TOTAL: 3.39 miles

LOCATION Golden Gate Nat. Rec. Area

COUNTY Marin County

STATE California

TYPE OF IMPROVEMENT Road Rehabilitation, asphalt surfacing, minor drainage improvements, new parking lot and parking lot improvements, and lengthen Alexander Ave.

left turn lane to Danes Drive

TABLE OF CONTENTS

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

Solicitation, Offer, and Award ............................................................................. A-1 to A-3

Basis for Award, Partnering, and Bid Schedule ............................................... A-4 to A-24

Buy American/Hazardous Materials ............................................................... A-25 to A-26

Solicitation Provisions ....................................................................................... B-1 to B-21

Contract Clauses ................................................................................................ C-1 to C-23

Davis Bacon Wage Determination ..................................................................... D-1 to D-44

Division 100 ........................................................................................................ E2- to E-48 Division 150 ...................................................................................................... E48- to E-81 Division 200 .................................................................................................... E-81 to E-101 Division 300 .................................................................................................. E-101 to E-104 Division 400 .................................................................................................. E-105 to E-134 Division 500 .................................................................................................. E-135 to E-152 Division 600 ................................................................................................... E153 to E-176 Division 700 .................................................................................................. E-177 to E-189

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Block 8). Please submit the following with your bid:

Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award) Partnering, Bid Schedule, and Buy American Act Pages A-4 through A-23 Bidders Information, Reps & Certs, and Provisions Pages B-1 through B-15 (include thru

52.209-5 pages) If applicable, HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-7

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.cflhd.gov/procurement/construction/advertised-projects.cfm 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 English Units (FP-03).

The FP-03 was utilized for the design of this project. Hard copies of the FP-03 will not be provided to bidders. The FP-03 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.

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/ .

Notice of CCR Registration – you must register in the Central Contract Registration (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.ccr.gov or call toll free: 888-227-2423.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

A-ii

Certifications on Page B-1. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the Central Contractor Registration (CCR). Please include NAICS 237310 in your CCR. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the ORCA website at http://orca.bpn.gov.

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.

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

102.03 of the FP-03.

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.

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.

A-iii

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 NOVEMBER 28, 2012

Questions can be submitted to CFLContracts@fhwa.dot.gov. Questions and answers will be posted at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm

Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, 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 telegraphic or facsimile data. See FAR Provision 52.214-5, Submission of Bids.

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

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.

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. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm.

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.ccr.gov

Insurance requirements - See Subsection 107.05 of the FP-03.

A-iv

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

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

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

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-13-B-00003

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/7/2012

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 PRA GOGA 104(1) & 105(2) & 268(2)

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:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

ATTN: Jeremiah Rogers

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 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:

CONSTRUCTION OF {PROJECT NUMBER AND NAME}, 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

4. PLANS

5. BID SCHEDULE

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

PROJECTS

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 Denver, CO time on 12/6/2012 (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)

X

X

X

X

X

A-2

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

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)

CODE FACILITY CODE

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

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

A-3

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

Block 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 at http://www.cflhd.gov/contracting/construction/AdvertisedProjects.cfm:

Geotech Report(s)

Pavements Report

Hydraulics Report

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

Block 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.

Block 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.

Block 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 and/or http://www.cflhd.gov/contracting/construction/AdvertisedProjects.cfm.

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

FP-03.

ESTIMATED

PRICE: The price range of the project work is between $7,000,000 and $15,000,000.

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Bid Proposal is comprised of one schedule and two options as follows:

Schedule A - Road Rehabilitation, asphalt surfacing, minor drainage improvements, new parking lot and parking lot improvements.

Option X - Road reconstruction; lengthen Alexander Ave. turning lane onto Danes Drive.

• 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 overall total each for each Schedule and Option separately.

• Complete page A-24, summary table of pricing.

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.

Evaluation Factors for Award

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

Per FAR clause 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 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

Pay Item 15401-0000, Contractor Testing

Bidders must provide prices on two alternative Contractor Testing pay items in two different places in each schedule’s bid tab.

On Page A-6 in Schedule A (and subsequently in Option X) bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A and Option X, the price for this alternative item will be included in the "Schedule A/X Total" lines on Pages A-16 and A-23 of the Bid Schedule and, therefore, included in the evaluation for award.

Bidders must also provide a stand-alone price on the bottom of Page A-16 (and subsequently in 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. The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

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-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.

Page A - 6

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

68.00 STA $____________ $____________

A0200 15210-3000 CENTERLINE, VERIFICATION AND STAKING

122.00 STA $____________ $____________

A0250 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0300 15215-1000 SURVEY AND STAKING, APPROACH ROAD

4 EACH $____________ $____________

A0350 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

9 EACH $____________ $____________

A0400 15215-7000 SURVEY AND STAKING, PARKING AREA

4 EACH $____________ $____________

A0450 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

114.00 STA $____________ $____________

A0500 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0550 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0600 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0650 15705-0100 SOIL EROSION CONTROL, SILT FENCE

950 LNFT $____________ $____________

A0700 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS

950 LNFT $____________ $____________

A0750 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

1,450 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA PRA GOGA 104(1) 105(2)

Project Name:Rehab Bunker and Mitchell Roads

Page A - 7

A0800 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

24,000 LNFT $____________ $____________

A0850 15706-0200 SOIL EROSION CONTROL, CHECK DAM (SEDIMENT LOG)

290 EACH $____________ $____________

A0900 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

33 EACH $____________ $____________

A0950 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

4 EACH $____________ $____________

A1000 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1050 20101-0000 CLEARING AND GRUBBING

12.0 ACRE $____________ $____________

A1100 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A1150 20401-0000 ROADWAY EXCAVATION

20,000 CUYD $____________ $____________

A1200 20402-0000 SUBEXCAVATION

500 CUYD $____________ $____________

A1250 20430-1000 SHOULDER, EXCAVATION

17,000 LNFT $____________ $____________

A1300 20441-0000 WASTE (SPECIAL)

12 CUYD $____________ $____________

A1350 20441-0000 WASTE

17,000 CUYD $____________ $____________

A1400 21101-2000 ROADWAY OBLITERATION, METHOD 2

2,750 SQYD $____________ $____________

A1450 25101-2000 PLACED RIPRAP, CLASS 2

80 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 8

A1500 25101-3000 PLACED RIPRAP, CLASS 3

145 CUYD $____________ $____________

A1550 25101-4000 PLACED RIPRAP, CLASS 4

30 CUYD $____________ $____________

A1600 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

500 CUYD $____________ $____________

A1650 30302-1000 DITCH RECONDITIONING

4,500 LNFT $____________ $____________

A1700 30306-3500 PULVERIZING, 7-INCH DEPTH

45,500 SQYD $____________ $____________

A1750 30801-2000 ROADWAY AGGREGATE, METHOD 2 (CHERT AGGREGATE SURFACING)

2,100 CUYD $____________ $____________

A1800 30801-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT PAVEMENT)

950 CUYD $____________ $____________

A1850 30802-2000 ROADWAY AGGREGATE, METHOD 2 (IMPORT)

12,000 TON $____________ $____________

A1900 40201-2900 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING B

2,500 TON $____________ $____________

A2000 40201-4700 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING C

OR E

15,500 TON $____________ $____________

A2100 40205-3000 ANTISTRIP ADDITIVE, TYPE 3

175 TON $____________ $____________

A2200 40401-0000 MINOR HOT ASPHALT CONCRETE

180 TON $____________ $____________

A2250 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

30 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 9

A2300 41103-0000 PRIME COAT

68,000 SQYD $____________ $____________

A2350 41105-0000 BLOTTER

575 TON $____________ $____________

A2400 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

30 TON $____________ $____________

A2450 56302-1000 PAINTING, CONCRETE STRUCTURE

4,750 SQFT $____________ $____________

A2500 60101-0000 CONCRETE

13 CUYD $____________ $____________

A2550 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A2600 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A2650 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A2700 60201-0600 18-INCH PIPE CULVERT

80 LNFT $____________ $____________

A2750 60201-0800 24-INCH PIPE CULVERT

330 LNFT $____________ $____________

A2800 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

A2850 60201-1000 36-INCH PIPE CULVERT

70 LNFT $____________ $____________

A2900 60201-1100 42-INCH PIPE CULVERT

55 LNFT $____________ $____________

A2950 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 10

A3000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A3050 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A3100 60231-0000 DISSIPATOR, PIPE

5 EACH $____________ $____________

A3150 60403-0000 INLET (SPECIAL)

9 EACH $____________ $____________

A3200 60404-1000 CATCH BASIN, TYPE 1

2 EACH $____________ $____________

A3250 60405-0000 MANHOLE ADJUSTMENT

26 EACH $____________ $____________

A3300 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

A3350 60409-0000 INLET TOP, METAL GRATE

19 EACH $____________ $____________

A3400 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,050 LNFT $____________ $____________

A3450 60704-0000 CLEANING CULVERT IN PLACE

12 EACH $____________ $____________

A3500 60705-0000 RECONDITIONING DRAINAGE STRUCTURE

17 EACH $____________ $____________

A3550 60706-0000 CLEANING DRAINAGE STRUCTURE

12 EACH $____________ $____________

A3600 60707-0500 LINING 24-INCH PIPE CULVERT

295 LNFT $____________ $____________

A3650 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

275 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 11

A3700 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

1,650 LNFT $____________ $____________

A3750 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

300 LNFT $____________ $____________

A3800 60906-1000 GUTTER, CONCRETE

225 SQYD $____________ $____________

A3850 60908-1000 PAVED DITCH, ASPHALT

1,400 SQYD $____________ $____________

A3900 60915-1000 WHEELSTOP, CONCRETE

17 EACH $____________ $____________

A3950 60915-2000 WHEELSTOP, TIMBER

421 EACH $____________ $____________

A4000 61108-1000 ADJUST WATER VALVE

7 EACH $____________ $____________

A4050 61501-0100 SIDEWALK, CONCRETE

1,000 SQYD $____________ $____________

A4100 61502-1000 DRIVE PAD, CONCRETE

555 SQYD $____________ $____________

A4150 61505-1000 ACCESSIBILITY RAMP, CONCRETE

1 EACH $____________ $____________

A4200 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS

3,800 LNFT $____________ $____________

A4250 61702-0400 TERMINAL SECTION, TYPE G4-CRT

2 EACH $____________ $____________

A4300 61702-0600 TERMINAL SECTION, TYPE FLARED

6 EACH $____________ $____________

A4350 61702-0800 TERMINAL SECTION TYPE TANGENT

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 12

A4400 61707-0000 STRUCTURE TRANSITION RAILING

110 LNFT $____________ $____________

A4450 61901-0000 FENCE (POST/CABLE)

2,200 LNFT $____________ $____________

A4500 61901-0550 FENCE, BARB-LESS WIRE (BRIDGE)

450 LNFT $____________ $____________

A4550 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT

755 LNFT $____________ $____________

A4600 61902-0000 GATE (VEHICLE)

3 EACH $____________ $____________

A4650 61902-0000 GATE (PEDESTRIAN)

3 EACH $____________ $____________

A4700 61902-0000 GATE (AUTOMATED)

1 EACH $____________ $____________

A4750 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A4800 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A4850 62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET,

12-INCH WIDTH

40 HOUR $____________ $____________

A4900 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A4950 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A5000 62201-2050 ROLLER

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A5050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A5100 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A5150 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

40 HOUR $____________ $____________

A5200 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A5250 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A5300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A5350 62510-2000 SEEDING, HYDRAULIC METHOD

4.0 ACRE $____________ $____________

A5400 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

4.0 ACRE $____________ $____________

A5450 62701-0000 SOD

420 SQYD $____________ $____________

A5500 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

3,700 SQYD $____________ $____________

A5550 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

13,500 SQYD $____________ $____________

A5600 63301-0000 SIGN SYSTEM

66 EACH $____________ $____________

A5650 63301-0000 SIGN SYSTEM (WINDMASTER)

20 EACH $____________ $____________

A5700 63308-0000 OBJECT MARKER

60 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 14

A5750 63316-1000 REMOVE AND RESET SIGN

27 EACH $____________ $____________

A5800 63316-1000 REMOVE AND RESET SIGN (SPECIAL)

1 EACH $____________ $____________

A5850 63320-0000 SPEED CUSHION (REMOVE AND RESET)

4 EACH $____________ $____________

A5900 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

1,800 LNFT $____________ $____________

A5950 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

71,500 LNFT $____________ $____________

A6000 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

550 LNFT $____________ $____________

A6050 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID

5,300 LNFT $____________ $____________

A6100 63403-1000 PAVEMENT MARKINGS, TYPE J

1,600 SQFT $____________ $____________

A6150 63405-0050 PAVEMENT MARKINGS, SYMBOLS , TYPE J

8 EACH $____________ $____________

A6200 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

17 EACH $____________ $____________

A6250 63405-3900 PAVEMENT MARKINGS, TYPE J, "STOP" WORD MESSAGE

6 EACH $____________ $____________

A6300 63406-0100 RAISED PAVEMENT MARKER TYPE A

108 EACH $____________ $____________

A6350 63406-0200 RAISED PAVEMENT MARKER TYPE B

925 EACH $____________ $____________

A6400 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 15

A6450 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

6 EACH $____________ $____________

A6500 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A6550 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

300 EACH $____________ $____________

A6600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A6650 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

6 EACH $____________ $____________

A6700 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000 LNFT $____________ $____________

A6750 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

2,650 LNFT $____________ $____________

A6800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

600 SQFT $____________ $____________

A6850 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

6.0 MILE $____________ $____________

A6900 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,500 HOUR $____________ $____________

A6950 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

400 HOUR $____________ $____________

A7000 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

30 WEEK $____________ $____________

A7050 63601-3100 SYSTEM INSTALLATION, TELEPHONE

ALL LPSM $___LPSM_____ $____________

A7100 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 16

A7150 63610-2800 CONDUIT, 4-INCH, PVC

3,300 LNFT $____________ $____________

A7200 63621-2000 UTILITY BOX, TELEPHONE PULLBOX

6 EACH $____________ $____________

A7250 63621-3000 UTILITY BOX, JUNCTION BOX

6 EACH $____________ $____________

A7300 63640-0700 RELOCATE ELECTRICAL LINE

ALL LPSM $___LPSM_____ $____________

A7350 64620-0300 REMOVE AND RESET BENCH

1 EACH $____________ $____________

A7400 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA PRA GOGA 104(1) 105(2)

Project Name:Rehab Bunker and Mitchell Roads jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (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

Page A - 17

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

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

X0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0150 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

17.00 STA $____________ $____________

X0200 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

X0250 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

X0300 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

X0350 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

33.00 STA $____________ $____________

X0400 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0450 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0500 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0550 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

4,300 LNFT $____________ $____________

X0600 15706-0200 SOIL EROSION CONTROL, CHECK DAM (SEDIMENT LOG)

20 EACH $____________ $____________

X0650 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

4 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 18

X0700 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0750 20101-0000 CLEARING AND GRUBBING

1.5 ACRE $____________ $____________

X0800 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X0850 20401-0000 ROADWAY EXCAVATION

17,000 CUYD $____________ $____________

X0900 20441-0000 WASTE

8,000 CUYD $____________ $____________

X0950 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

660 CUYD $____________ $____________

X1000 20801-0000 STRUCTURE EXCAVATION

235 CUYD $____________ $____________

X1050 20802-0000 FOUNDATION FILL

145 CUYD $____________ $____________

X1100 20803-0000 STRUCTURAL BACKFILL

8 CUYD $____________ $____________

X1150 25101-2000 PLACED RIPRAP, CLASS 2

15 CUYD $____________ $____________

X1200 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

230 CUYD $____________ $____________

X1250 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

1,665 SQFT $____________ $____________

X1300 30802-2000 ROADWAY AGGREGATE, METHOD 2 (IMPORT)

1,600 TON $____________ $____________

X1350 40201-4700 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING C

OR E

1,500 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 19

X1450 40205-3000 ANTISTRIP ADDITIVE, TYPE 3

15.0 TON $____________ $____________

X1500 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

3 TON $____________ $____________

X1550 41103-0000 PRIME COAT

5,540 SQYD $____________ $____________

X1600 41105-0000 BLOTTER

40 TON $____________ $____________

X1650 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

3.0 TON $____________ $____________

X1700 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

81 CUYD $____________ $____________

X1750 55401-1000 REINFORCING STEEL

24,899 LB $____________ $____________

X1800 56302-1000 PAINTING, CONCRETE STRUCTURE

2,850 SQFT $____________ $____________

X1850 56901-0000 MICROPILES

485 LNFT $____________ $____________

X1900 56905-0000 MICROPILE LOAD VERIFICATION TEST

1 EACH $____________ $____________

X1950 56906-0000 MICROPILE PROOF LOAD TEST

2 EACH $____________ $____________

X2000 60201-0800 24-INCH PIPE CULVERT

80 LNFT $____________ $____________

X2050 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X2100 60231-0000 DISSIPATOR, PIPE

4 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 20

X2150 60405-0000 MANHOLE ADJUSTMENT

2 EACH $____________ $____________

X2200 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

850 LNFT $____________ $____________

X2250 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

580 LNFT $____________ $____________

X2300 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

380 LNFT $____________ $____________

X2350 60908-1000 PAVED DITCH, ASPHALT

165 SQYD $____________ $____________

X2400 61501-0100 SIDEWALK, CONCRETE

170 SQYD $____________ $____________

X2450 61701-4000 GUARDRAIL SYSTEM SBTB

1,625 LNFT $____________ $____________

X2500 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

3 EACH $____________ $____________

X2550 61702-1400 TERMINAL SECTION, TYPE SBT TANGENT

1 EACH $____________ $____________

X2600 61709-1000 REMOVE AND RESET, POST (UTILITY POLE)

3 EACH $____________ $____________

X2650 61805-0000 RESET BARRIER

125 LNFT $____________ $____________

X2700 61901-1400 FENCE, CHAIN LINK, 36-INCH HEIGHT

210 LNFT $____________ $____________

X2750 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT

1,750 LNFT $____________ $____________

X2800 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 21

X2850 62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET,

12-INCH WIDTH

20 HOUR $____________ $____________

X2900 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X2950 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

20 HOUR $____________ $____________

X3000 62201-2050 ROLLER

20 HOUR $____________ $____________

X3050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

X3100 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X3150 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

20 HOUR $____________ $____________

X3200 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X3250 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X3300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X3350 62510-2000 SEEDING, HYDRAULIC METHOD

1.2 ACRE $____________ $____________

X3400 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

1.2 ACRE $____________ $____________

X3450 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

2,800 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 22

X3500 63301-0000 SIGN SYSTEM

10 EACH $____________ $____________

X3550 63301-0000 SIGN SYSTEM (WINDMASTER)

20 EACH $____________ $____________

X3600 63308-0000 OBJECT MARKER

5 EACH $____________ $____________

X3650 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

X3700 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

6,500 LNFT $____________ $____________

X3750 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

170 LNFT $____________ $____________

X3800 63405-0050 PAVEMENT MARKINGS, SYMBOLS

8 EACH $____________ $____________

X3850 63405-3700 PAVEMENT MARKINGS, TYPE J, TURN ARROW

6 EACH $____________ $____________

X3900 63405-3750 PAVEMENT MARKINGS, TYPE J, STRAIGHT ARROW

2 EACH $____________ $____________

X3950 63405-3850 PAVEMENT MARKINGS, TYPE J, "ONLY" WORD MESSAGE

2 EACH $____________ $____________

X4000 63405-3900 PAVEMENT MARKINGS, TYPE J, "STOP" WORD MESSAGE

1 EACH $____________ $____________

X4050 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

3 EACH $____________ $____________

X4100 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

3 EACH $____________ $____________

X4150 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

65 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 23

X4200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

3 EACH $____________ $____________

X4250 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

X4300 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,100 LNFT $____________ $____________

X4350 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

660 LNFT $____________ $____________

X4400 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

230 SQFT $____________ $____________

X4450 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.3 MILE $____________ $____________

X4500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

880 HOUR $____________ $____________

X4550 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

25 WEEK $____________ $____________

X4600 63610-2800 CONDUIT, 4-INCH, PVC

1,160 LNFT $____________ $____________

X4650 63621-1000 UTILITY BOX, PULLBOX

2 EACH $____________ $____________

X4700 64603-0300 FIXTURE, BENCH

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA PRA GOGA 104(1) 105(2)

Project Name:Rehab Bunker and Mitchell Roads jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text Option X Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)** $_______________ **See Page A-4 of this Solicitation for an explanation of how to bid this item.

Page A - 24

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 6)

Schedule X - Option(Page A - 17)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-25

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-26

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 BOND

(See instructions on reverse)

DATE BOND EXECUTED (Must not be later than bid opening date) OMB NO. 9000-0045

Public reporting burden for this collection of…