W912PL-09-B-0013_02_Specs.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0002 Sep 4, 2009

USACE, Los Angeles District Contracting Division, West Region Branch P.O. Box 532711 Los Angeles, CA 90053-2325

W912PL-09-B-0013

18 Aug 2009

RECOVERY - LOWER SANTA ANA RIVER CHANNEL, REACH 9-PHASE IIB (ALONG GREEN RIVER GOLF COURSE)

ORANGE AND RIVERSIDE COUNTIES, CALIFORNIA

Amendment issued to revise the following:

1) Section 00010, Bid Schedule

2) Section 00800, Special Contract Requirements

3) Section 00850, Davis-Bacon Wage Determination See attached continuation sheet for other revisions - SF30-Cont.

RECOVERY-LSAR CHANNEL RCH 9, PHS 2B W912PL-09-B-0013

(Along Green River Golf Course), Orange and Riverside Counties, CA

Amendment 0002 SF30-2

Continuation Page of SF-30, Block 14, Description of Amendment

Drawing Changes:

Files No.

239/2724 (Rev.B) 239/2731 (Rev.B) 239/2959 (Rev.A) 239/2769 (Rev.A) 239/2771 to 2776, all 6 drawings (Rev.A)

Spec Changes:

Delete 5 SECTIONS:

02456A 03101A 03150A 03200A 03301A

Revise 16 SECTIONS and SUBMITTAL REGISTER:

SUBMITTAL REGISTER

01130 ENVIRONMENT PROTECTION

01200 GENERAL REQUIREMENTS

01270 MEASUREMENT AND PAYMENT

02100 DIVERSION AND CONTROL OF WATER

02200 EXCAVATION

02220 DEMOLITION

02231 CLEARING, GRUBBING, AND REMOVAL OF OBSTRUCTIONS

02250 FILLS AND SUBGRADE PREPARATION

02464 METAL SHEET PILING

02551 BITUMINOUS PAVING

02558 BITUMINOUS TACK AND PRIME COATS

02722 AGGREGATE BASE COURSE

02811 IRRIGATION SPRINKLER SYSTEMS (ACCESS DRIVEWAY)

02821 FENCING

02900 HYDROSEEDING

05500 MISCELLANEOUS METAL

Add 28 new SECTIONS:

02232 CLEARING AND GRUBBING (ACCESS DRIVEWAY AND BIKEWAY DETOUR)

02316 STRUCTURE EXCAVATION AND BACKFILL (BRIDGES)

02370 SOIL SURFACE EROSION CONTROL (ACCESS DRIVEWAY AND BIKEWAY DETOUR)

RECOVERY-LSAR CHANNEL RCH 9, PHS 2B W912PL-09-B-0013

(Along Green River Golf Course), Orange and Riverside Counties, CA

Amendment 0002 SF-3

02444 BIKEWAY DETOUR TEMPORARY BRIDGE

02451 BRIDGE PILING

02490 SOIL ANCHORS

02510 WATER DISTRIBUTION

02810 GOLF COURSE IRRIGATION MODIFICATIONS

02921 SEEDING (ACCESS DRIVEWAY)

02922 SODDING (ACCESS DRIVEWAY)

02930 EXTERIOR PLANTS (ACCESS DRIVEWAY)

02935 LANDSCAPE ESTABLISHMENT (ACCESS DRIVEWAY)

03201 CONCRETE REINFORCEMENT FOR BRIDGES

03231 STEEL PIPE GATES (ACCESS DRIVEWAY)

03303 CAST IN PLACE STRUCTURAL CONCRETE (BRIDGE)

03400 PRECAST CONCRETE RAILING (ACCESS DRIVEWAY)

03412 PRESTRESSING CONCRETE FOR BRIDGES

04200 MASONRY (MONUMENT SIGN)

05055 METALWORK FABRICATION

05501 MISCELLANEOUS METAL (BRIDGE)

05620 BRIDGE RAILINGS

09225 STUCCO (MONUMENT SIGN)

10430 EXTERIOR SIGNAGE

11200 WELL ABANDONMENT AND REPLACEMENT

11300 EQUIPPING NEW IRRIGATION WELLS

15218 WELDED STEEL PIPE CASING (BRIDGE)

16050 ELECTRICAL

16230 ELECTRIC METERS

This page was intentionally left blank for duplex printing.

RECOVERY-LSAR RCH 9, PHS 2B W912PL-09-B-0013

(ALONG GREEN RIVER GOLF COURSE)

DOCUMENT TABLE OF CONTENTS

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BID ITEMS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used

-- End of Document Table of Contents --

DOCUMENT 00010 Page 1

AMENDMENT NO. 0002

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BID ITEMS

Unit Item Description Quantity Unit Price Amount

0001 DIVERSION AND CONTROL OF WATER 1 LS ____.__ ____.__

0002 CLEAR SITE AND REMOVE OBSTRUCTIONS 1 LS ____.__ ____.__

0003 (Deleted)

0004 (Deleted)

0005 DIVERSION CHANNEL EXCAVATION 238,000 CY ____.__ ____.__

0006 DIVERSION CHANNEL BACKFILL 238,000 CY ____.__ ____.__

0007 EXCAVATION, BANK PROTECTION 219,000 CY ____.__ ____.__

0008 COMPACTED FILL, BANK PROTECTION 270,000 CY ____.__ ____.__

0009 24 INCH GROUTED STONE PROTECTION 45,300 TN ____.__ ____.__

0010 DERRICK STONE, BANK PROTECTION 35,200 TN ____.__ ____.__

0011 GROUT FOR STONE PROTECTION 11,500 CY ____.__ ____.__

0012 SHEETPILE BANK PROTECTION 680 LF ____.__ ____.__

0013 SHEETPILE TRANSITION 170 LF ____.__ ____.__

@ STA 1393+35.36

0014 SHEETPILE TRANSITION 180 LF ____.__ ____.__

@ STA 1342+47.89

0015 (DELETED)

0016 2-IN ASPHALTIC CONCRETE PAVING,

BANK PROTECTION MAINTENANCE ROAD 1,090 TN ____.__ ____.__

0016.1 Additional 2 IN ASPHALTIC CONCRETE PAVING, BANK PROTECTION MAINTENANCE ROAD 1,090 TN ____.__ ____.__

0017 4-IN AGREGATE BASE COURSE,

BANK PROTECTION MAINTENANCE ROAD 1,820 TN ____.__ ____.__

0017.1 ADDITIONAL 2-IN AGREGATE BASE COURSE,

BANK PROTECTION MAINTENANCE ROAD 900 TN ____.__ ____.__

0018 (DELETED)

0019 (DELETED)

DOCUMENT 00010 Page 2

0020 EXTENDING SIDE DRAIN #1 1 LS ____.__ ____.__

0021 EXTENDING SIDE DRAIN #2 1 LS ____.__ ____.__

0022 EXTENDING SIDE DRAIN #3 1 LS ____.__ ____.__

0023 EXTENDING SIDE DRAIN #4 1 LS ____.__ ____.__

0024 EXTENDING SIDE DRAIN #5 1 LS ____.__ ____.__

0025 EXTENDING SIDE DRAIN #6 1 LS ____.__ ____.__

0026 EXTENDING SIDE DRAIN #7 1 LS ____.__ ____.__

0027 EXTENDING SIDE DRAIN #8 1 LS ____.__ ____.__

0028 EXTENDING SIDE DRAIN #9 1 LS ____.__ ____.__

0029 CONCRETE V GUTTER 300 LF ____.__ ____.__

0030 GUARDRAIL, BANK PROTECTION

MAINTENANCE ROAD 5,400 LF ____.__ ____.__

0031 TYPE 1 CHAINLINK FENCE, BANK PROTECTION

MAINTENANCE ROAD 4,200 LF ____.__ ____.__

0031.1 TYPE 2 CABLE FENCE, BANK PROTECTION

MAINTENANCE ROAD 6,200 LF ____.__ ____.__

0032 HYDROSEEDING 44 AC ____.__ ____.__

0033 AS-BUILT DRAWINGS 1 LS ____.__ ____.__

0034 54-IN RCP SIDE DRAIN #10 & #11 1 LS ____.__ ____.__

0035 DOUBLE DRIVE FENCE GATE 1 EA ____.__ ____.__

0036 REMOVABLE BOLLARDS 1 LS ____.__ ____.__

0037 UTILITY PROTECTION RETAINING WALLS 150 LF ____.__ ____.__

0038 GOLF COURSE IRRIGATION

SYSTEM MODIFICATIONS 1 LS ____.__ ____.__

0039 DRILL AND EQUIP NEW WELLS 2 EA ____.__ ____.__

0040 IMPLEMENT WELL ELECTRIC SERVICE PLAN 1 LS ____.__ ____.__

0041 ABANDON EXISTING WELLS 2 EA ____.__ ____.__

0042 DEMOLITION EXISTING GOLF COURSE

RIVER BRIDGE 1 LS ____.__ ____.__

0043 thru 0099 (NOT USED)

100 ACCESS DRIVEWAY:

100.01 EXCAVATION, ACCESS DRIVEWAY

DOCUMENT 00010 Page 3

PHASE 2 14,406 CY ____.__ ____.__

100.02 COMPACTED FILL, ACCESS DRIVEWAY

PHASE 2 39,155 CY ____.__ ____.__

100.03 DERRICK STONE, ACCESS DRIVEWAY 2,450 TON ____.__ ____.__

100.04 STEEL PIPE GATE, ACCESS DRIVEWAY 3 EA ____.__ ____.__

100.05 CHAIN LINK FENCE, ACCESS DRIVEWAY 277 LF ____.__ ____.__

100.06 METAL BEAM GUARD RAIL,

ACCESS DRIVEWAY 821 LF ____.__ ____.__

100.07 PRECAST TEMPORARY RAILING (TYPE K) 602 LF ____.__ ____.__

100.08 ASPHALTIC CONCRETE PAVING,

ACCESS DRIVEWAY 1,682 TON ____.__ ____.__

100.09 AGGREGATE BASE COURSE,

ACCESS DRIVEWAY 2,611 TON ____.__ ____.__

100.10 TEMPORARY CRASH CUSHION

TYPE ARRAY "T11" 1 EA ____.__ ____.__

100.11 MASONRY MONUMENT SIGN 1 EA ____.__ ____.__

100.12 IRRIGATION SPRINKLER SYSTEM,

ACCESS DRIVEWAY 1 LS ____.__ ____.__

100.13 HYDROSEEDING, ACCESS DRIVEWAY 2.3 AC ____.__ ____.__

100.14 SODDING, ACCESS DRIVEWAY 3,600 SF ____.__ ____.__

100.15 EXTERIOR PLANTS, ACCESS DRIVEWAY 1 LS ____.__ ____.__

100.16 LANDSCAPE ESTABLISHMENT,

ACCESS DRIVEWAY 2.6 AC ____.__ ____.__

100.17 STRUCTURE EXCAVATION (BRIDGE) 1,004 CY ____.__ ____.__

100.18 STRUCTURE BACKFILL (BRIDGE) 296 CY ____.__ ____.__

100.19 FURNISH 24" CAST-IN-STEEL-SHELL

CONCRETE PILING 726 LF ____.__ ____.__

100.20 DRIVE 24" CAST-IN-STEEL-SHELL

CONCRETE PILE 8 EA ____.__ ____.__

100.21 60 INCH CAST-IN-DRILLED-HOLE

CONCRETE PILING 630 LF ____.__ ____.__

100.22 PRESTRESSING CAST-IN-PLACE CONCRETE 1 LS ____.__ ____.__

100.23 STRUCTURAL CONCRETE (BRIDGE FOOTING) 131 CY ____.__ ____.__

100.24 STRUCTURAL CONCRETE (BRIDGE) 595 CY ____.__ ____.__

100.25 STRUCTURAL CONCRETE, APPROACH SLAB

DOCUMENT 00010 Page 4

(TYPE EQ-10) 21 CY ____.__ ____.__

100.26 BAR REINFORCING STEEL (BRIDGE) 326,700 LB ____.__ ____.__

100.27 MISCELLANEOUS METAL (BRIDGE) 1,007 LB ____.__ ____.__

100.28 JOINT SEAL (TYPE B-MR1) 80 LF ____.__ ____.__

100.29 GEOCOMPOSITE DRAIN 73 SY ____.__ ____.__

100.30 TUBULAR HANDRAILING 359 LF ____.__ ____.__

100.31 STEEL TYPE ST-20S RAIL 385 LF ____.__ ____.__

100.32 PAVEMENT MARKING, ACCESS DRIVEWAY

PHASE 2 2,600 SF ____.__ ____.__

100.33 RAISED PAVEMENT MARKERS, ACCESS

DRIVEWAY 164 SF ____.__ ____.__

100.34 ELECTRICAL, ACCESS DRIVEWAY 1 LS ____.__ ____.__

100.35 EXTERIOR SIGNAGE, ACCESS DRIVEWAY

PHASE 2 1 LS ____.__ ____.__

101 TEMPORARY BIKEWAY DETOUR:

101.01 EXCAVATION, BIKEWAY DETOUR PHASE 1 4,154 CY ____.__ ____.__

101.02 EXCAVATION, BIKEWAY DETOUR PHASE 2 2,708 CY ____.__ ____.__

101.03 COMPACTED FILL, BIKEWAY DETOUR

PHASE 1 17,572 CY ____.__ ____.__

101.04 COMPACTED FILL, BIKEWAY DETOUR

PHASE 2 10,992 CY ____.__ ____.__

101.05 CHAIN LINK FENCE, BIKEWAY DETOUR

PROTECTIVE FENCING 2,133 LF ____.__ ____.__

101.06 CHAIN LINK FENCE (BRIDGE) 210 LF ____.__ ____.__

101.07 CHAIN LINK GATE, BIKEWAY DETOUR 7 EA ____.__ ____.__

101.08 ASPHALTIC CONCRETE PAVING, BIKEWAY

DETOUR PHASE 1 509 TON ____.__ ____.__

101.09 ASPHALTIC CONCRETE PAVING, BIKEWAY

DETOUR PHASE 2 182 TON ____.__ ____.__

101.10 ASPHALTIC CONCRETE PAVING, BRIDGE 12 TON ____.__ ____.__

101.11 AGGREGATE BASE COURSE,

BIKEWAY DETOUR PHASE 1 833 TON ____.__ ____.__

101.12 AGGREGATE BASE COURSE,

BIKEWAY DETOUR PHASE 2 304 TON ____.__ ____.__

DOCUMENT 00010 Page 5

101.13 48 INCH RCP 630 LF ____.__ ____.__

101.14 TRUSS BRIDGE MODIFICATIONS

(REMOVAL PORTION) 1 LS ____.__ ____.__

101.15 RELOCATE HANDRAIL 1 LS ____.__ ____.__

101.16 ERECT STEEL TRUSS BRIDGE 1 LS ____.__ ____.__

101.17 RETURN BRIDGE AND ABUTMENT

FOUNDATIONS 1 LS ____.__ ____.__

101.18 STRUCTURE EXCAVATION (BRIDGE) 169 CY ____.__ ____.__

101.19 STRUCTURE BACKFILL (BRIDGE) 144 CY ____.__ ____.__

101.20 STRUCTURAL CONCRETE (BRIDGE FOOTING) 30 CY ____.__ ____.__

101.21 BAR REINFORCING STEEL (BRIDGE) 3,200 LB ____.__ ____.__

101.22 MISCELLENEOUS METAL (BRIDGE) 2,413 LB ____.__ ____.__

101.23 GEOCOMPOSITE DRAIN 12 SY ____.__ ____.__

101.24 PAVEMENT MARKING, BIKEWAY DETOUR

PHASE 1 3,000 SF ____.__ ____.__

101.25 PAVEMENT MARKING, BIKEWAY DETOUR

PHASE 2 1,100 SF ____.__ ____.__

101.26 PAVEMENT MARKING, BIKEWAY DETOUR

PHASE 3 4,500 SF ____.__ ____.__

101.27 EXTERIOR SIGNAGE, BIKEWAY DETOUR

PHASE 1 1 LS ____.__ ____.__

101.28 EXTERIOR SIGNAGE, BIKEWAY DETOUR

PHASE 2 1 LS ____.__ ____.__

101.29 EXTERIOR SIGNAGE, BIKEWAY DETOUR

PHASE 3 1 LS ____.__ ____.__

101.30 REMOVE PAVEMENT MARKINGS, BIKEWAY

DETOUR PHASE 2 206 SF ____.__ ____.__

101.31 REMOVE PAVEMENT MARKINGS, BIKEWAY

DETOUR PHASE 3 485 SF ____.__ ____.__

101.32 REMOVE CHAIN LINK FENCE,

BIKEWAY DETOUR 7,266 LF ____.__ ____.__

101.33 REMOVE CHAIN LINK FENCE, BIKEWAY

DETOUR PROTECTIVE FENCE 2,133 LF ____.__ ____.__

101.34 REMOVE CHAIN LINK GATE,

BIKEWAY DETOUR 7 EA ____.__ ____.__

101.35 REMOVE PAVEMENT, BIKEWAY DETOUR 4,965 SF ____.__ ____.__

DOCUMENT 00010 Page 6

101.36 REMOVE ASPHALT CONCRETE ONLY,

BIKEWAY DETOUR 56,617 SF ____.__ ____.__

101.37 CHAIN LINK FENCE, BIKEWAY,

DETOUR PHASE 1 5,870 LF ____.__ ____.__

101.38 CHAIN LINK FENCE, BIKEWAY,

DETOUR PHASE 2 1,497 LF ____.__ ____.__

102 RELOCATE WATERLINE:

102.01 12 INCH DUCTILE IRON PIPE 1,535 LF ____.__ ____.__

102.02 12 INCH WELDED STEEL PIPE 185 LF ____.__ ____.__

102.03 4 INCH BLOW-OFF ASSEMBLY 1 EA ____.__ ____.__

102.04 12 INCH RESILIENT WEDGE GATE VALVE 4 EA ____.__ ____.__

102.05 FIRE HYDRANT ASSEMBLY 4 EA ____.__ ____.__

102.06 FLEXIBLE EXPANSION JOINT 2 EA ____.__ ____.__

102.07 ABANDON EXISTING WATERLINE AND

APPURTENANCES 1 LS ____.__ ____.__

102.08 8" WELDED STEEL PIPE CASING 172 LF ____.__ ____.__

102.09 18" WELDED STEEL PIPE CASING 42 LF ____.__ ____.__

TOTAL ESTIMATED AMOUNT $____________________._______

CONTRACT OPTION "A":

A0001 DIVERSION AND CONTROL OF WATER 1 LS ____.__ ____.__

A0002 CLEAR SITE AND REMOVE OBSTRUCTIONS 1 LS ____.__ ____.__

A0003 (DELETED)

A0004 EXCAVATION 30,000 CY ____.__ ____.__

A0005 COMPACTED FILL 26,000 CY ____.__ ____.__

A0006 24-INCH GROUTED STONE PROTECTION 3,500 TN ____.__ ____.__

A0007 GROUT FOR STONE PROTECTION 700 CY ____.__ ____.__

A0008 DERRICK STONE 2,200 TN ____.__ ____.__

A0009 AGGREGATE BASE COURSE,

MAINTENANCE ROAD 250 TN ____.__ ____.__

A0010 TEMPORARY FENCING 230 FT ____.__ ____.__

DOCUMENT 00010 Page 7

A0011 FENCING 600 FT ____.__ ____.__

A0012 GOLF COURSE SEEDING 4 AC ____.__ ____.__

A0013 HYDROSEEDING 2 AC ____.__ ____.__

A0014 CONCRETE CUTOFF WALL 10 CY ____.__ ____.__

A0015 60-INCH CMP OUTLET MODIFICATION 1 LS ____.__ ____.__

A0016 V-DITCH 230 LF ____.__ ____.__

A0017 IRRIGATION SYSTEM 1 LS ____.__ ____.__

A0018 AS BUILT DRAWINGS 1 LS ____.__ ____.__

TOTAL ESTIMATED AMOUNT

OPTION "A" $____________________._______

TOTAL ESTIMATED AMOUNT, BASE BID AND

INCLUDING CONTRACT OPTION "A" $____________________._______

Abbreviations:

LF = Linear Foot RCB = Reinforced Concrete Box CY = Cubic Yard CWT = Hundred Weight (100 pounds) TN = Ton (2000 pounds) AC = Acre EA = each O&M = Operations and Maintenance LS = lump sum SY = Square Yard R/W = Right-Of-Way

DOCUMENT 00010 Page 8

DOCUMENT 00010 Page 9

NOTE: Section 00010 - Solicitation Contract Form

CLAUSES INCORPORATED BY FULL TEXT

1. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid.

2. If a modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total estimated amount, the application of the lump sum adjustment to each unit price in the Price Schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Price Schedule.

3. Prices must be submitted on all individual items of the Price Schedule, otherwise the bid will be considered non-responsive and will be rejected.

4. For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the bidder:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extensions of unit prices will be corrected;

d. Apparent errors in addition of lump sum and extended prices will be corrected.

5. For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

6. The lump sum "LS" line items in the Price Schedule are not "Estimated Quantity" line items and are not subject to the "Variation in Estimated Quantity" contract clause.

7. The Contract Clause 52.232-27, "Prompt Payment for Construction Contracts" requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

8. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract.

However, any Contracting Officer assigned to the Los Angeles District, contracting within his authority, may take formal action on this contract when the Principal Contracting Officer is unavailable and the action needs to be taken.

9. Amounts and prices shall be indicated in either words or figures, NOT

BOTH.

10. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment. The Contractors attention is directed to Contract Clause NO.

52.232-33 "Mandatory Information for Electronic Funds Transfer" located in Section 00800.

DOCUMENT 00010 Page 10

11. The bidder shall distribute his indirect costs (overhead, profit, bond, etc.,) over all items in the Price Schedule. The Government will review all submitted Price Schedules for any unbalancing of the items. Any submitted Price Schedule determined to be unbalanced may be considered nonresponsive and cause the bidder to be ineligible for contract award.

12. The bidder shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

13. Some quantities are ESTIMATED, the bidders prices MUST BE FIRM.

14. Bidder is cautioned to check his Price Schedule carefully prior to submission. If the Price Schedule contains unit prices, they should be round off to the second decimal point only NOT EXTENDED FURTHER.

15. Bidders attention is directed to Section 00100 "Instructions to Bidders" Clause No. 52.0214-400, entitled "Directions for Submitting Bids". Please note that there are Special Instructions Pertaining to Hand-Carried Bids.

16. Contractor is required to fill in Cage code (Reference Section 00600, entitled "Required Central Contractor Registration" Mar 1998) and DUNS Number (Reference Section 00600, entitled, "Data Universal Numbering System (DUNS) Number" Jun1999) in Block No. 15 on Standard Form 1442, Name and Address Block (Cage Code under Code and DUNS No. under Facility Code respectively).

17. The Government contemplates award on one contract to the responsive, responsible bidder who submits the low bid for the total of all the items in the Price Schedule.

DOCUMENT 00010 Page 11

CERTIFICATE OF CORPORATE PRINCIPAL

1) IF THE OFFEROR IS A JOINT VENTURE, COMPLETE THE FOLLOWING:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

2) IF THE OFFEROR IS PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

3) IF THE OFFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD

BE COMPLETED:

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, _____________________________________________________________, certify that I am the Secretary of the corporation named as principal in the within contract; that ______________________________________________________ , who signed the said contract on behalf of the principal, was the

_______________________________________________________________ of the corporation; that I know his signature and that his signature is genuine;

and that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

CORPORATE SEAL

SECRETARY

DOCUMENT 00010 Page 12

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DOCUMENT 00010 Page 13

RECOVERY-LSAR RCH 9, PHS IIB W912PL-09-B-0013

(Along Green River Golf Course) Orange and Riverside Counties, California

00800-1 Amendment 0002

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

52.0028-4001 REQUIRED INSURANCE

52.211-18 VARIATION IN ESTIMATED QUANTITY (APR 1984)

52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES, SUBDIVIDED ITEMS

(MAR 1995)—EFARS

52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

MAR 1995)—EFARS

52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

52.236-4 PHYSICAL DATA (APR 1984)

52.236-16 QUANTITY SURVEYS (APR 1984)

52.0236-4201 CONTRACTOR PERFORMANCE EVALUATIONS

52.236-5000 PLANT AND MATERIAL REMOVAL AFTER CONTRACT TERMINATION (MAR

1995)--EFARS

52.249-5000 BASIS FOR SETTLEMENT OF PROPOSALS

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

Orange and Riverside Counties, California

00800-2 Amendment 0002

Section 00800 - Special Contract Requirements

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 550 calendar days after receipt of Notice to Proceed, except for hydroseed establishment maintenance which shall be completed within the time limits stated in the Technical Provision. The time stated for completion shall include final cleanup of the premises. The Notice to Proceed will be provided after the notice of award.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,936.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.0028-4001 REQUIRED INSURANCE

Insurance is required as follows:

a. Either Workman's Compensation or Employer's Liability Insurance with a minimum limit of $100,000.00.

b. General Liability. The Contracting Officer shall require bodily injury liability insurance coverage written on the comprehensive form or policy of at least $500,000.00 per occurrence.

c. Automobile Liability Insurance for Bodily Injury and Property Damage with minimum limits of $200,000.00 for injury or death of any one person; $500,000.00 for each accident or occurrence of bodily injury liability; and $20,000.00 for each accident or occurrence for property liability.

d. In every case the insurance coverage shall amount to at least the limits stated above. However, where the Financial Responsibility Compulsory Insurance Law of the State in which the installation is located requires higher limits, the Automobile Liability Insurance Policy should provide coverage of at least those limits.

Prior to the commencement of work hereunder, the Contractor shall furnish to the Contracting Office a certificate or written statement of the above required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective until 10 days after written notice thereof to the Contracting Officer.

The Contractor agrees to insert the substance of this clause, including this paragraph, in all subcontracts

Orange and Riverside Counties, California

00800-3 Amendment 0002

52.211-18 VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES, SUBDIVIDED ITEMS

(MAR 1995)—EFARS

(DELETED)

(End of clause)

52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

MAR 1995)—EFARS

(a) This clause does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region ____. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-

36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least thirty-

Orange and Riverside Counties, California

00800-4 Amendment 0002 five percent (35%) of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of clause)

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys, test borings, auger borings.

(b) Weather conditions, the contractor shall make hi s own investigations as to weather conditions at the site.

(c) Transportation facilities, the contractor shall make his own investigations as to transportation facilities.

(End of clause)

52.236-16 QUANTITY SURVEYS (APR 1984)

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Government shall conduct the original and final surveys and make the computations based on them.

The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

(End of clause)

52.0236-4201 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $100,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Construction Contractor Appraisal Support System (CCASS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CCASS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site:

Orange and Riverside Counties, California

00800-5 Amendment 0002 http://www.cpars.navy.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CCASS and PKI certification is the sole responsibility of the Contractor.

52.236-5000 PLANT AND MATERIAL REMOVAL AFTER CONTRACT TERMINATION (MAR

1995)--EFARS

Should this contract be terminated as provided in clause 52.232-5001 because of the failure of Congress to provide additional funds for its completion, the contractor may be permitted to remove plant and material on which payments for preparatory work have been made, subject to an equitable deduction from the amounts due the contractor to reimburse the United States for the unabsorbed value of such plant and material.

52.249-5000 BASIS FOR SETTLEMENT OF PROPOSALS

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under FAR 49.206-2(b). In evaluating a terminations settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates , those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of FAR 31.205-11).

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

(End of Clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, FIVE sets of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

Orange and Riverside Counties, California

00800-6 Amendment 0002

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File # Sheet # Title File and Drawing No.

Santa Ana River Mainstem 239/2723, Sheet 1 Lower Santa Ana River Channel Reach 9 Phase 2B (Along Green River Golf Course) Orange and Riverside Counties Project Location and Vicinity Map

(End of clause)

52.211-13 TIME EXTENSIONS (SEP 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

(End of clause)

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(a) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipation for the project location during any given month.

(b) The unusually severe weather must actually cause a delay to the completion of the project.

The delay must be beyond the control and without the fault or negligence of the Contractor.

Anticipated Adverse Weather Days

The following schedule of monthly anticipated adverse weather delays will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Orange and Riverside Counties, California

00800-7 Amendment 0002

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON FIVE (5)

DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 4 3 2 1 0 1 1 1 1 2 5

Documentation

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actually adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in subparagraph 1.5.1, ABOVE, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days. and issue a modification in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION).

Orange and Riverside Counties, CA

Section 00850

DAVIS-BACON WAGE DETERMINATIONS

CA080035 Orange and CA080036 Riverside Counties, California

General Decision Number: CA080035 09/04/2009 CA35

Superseded General Decision Number: CA20070035

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

County: Orange County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Modification Number Publication Date 0 02/08/2008 1 02/15/2008 2 02/22/2008 3 02/29/2008 4 03/07/2008 5 03/28/2008 6 04/04/2008 7 05/09/2008 8 06/20/2008 9 07/04/2008 10 07/11/2008 11 08/01/2008 12 08/15/2008 13 08/29/2008 14 09/12/2008 15 10/03/2008 16 12/05/2008 17 01/02/2009 18 02/06/2009 19 02/27/2009 20 03/06/2009 21 04/17/2009 22 05/01/2009 23 06/05/2009 24 07/03/2009 25 07/10/2009 26 07/31/2009 27 08/14/2009 28 08/21/2009 29 08/28/2009

00850 - 1 Amendment 2

Orange and Riverside Counties, CA

30 09/04/2009

ASBE0005-002 08/07/2007

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems).....$ 37.01 10.84 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls)...........................$ 20.76 10.23

ASBE0005-004 08/07/2006

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)....$ 19.55 6.38

BRCA0004-010 05/01/2009

Rates Fringes

BRICKLAYER; MARBLE SETTER........$ 34.55 11.56

BRCA0018-004 06/01/2008

Rates Fringes

MARBLE FINISHER..................$ 25.52 9.08

TILE FINISHER....................$ 21.07 7.88

TILE LAYER.......................$ 32.05 11.99

BRCA0018-010 09/01/2008

Rates Fringes

TERRAZZO FINISHER................$ 26.59 9.62

TERRAZZO WORKER/SETTER...........$ 33.63 10.46

00850 - 2

Orange and Riverside Counties, CA

CARP0409-001 07/01/2009

Rates Fringes

CARPENTER

(1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer...................$ 37.35 10.58

(2) Millwright..............$ 37.85 10.58

(3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial)................$ 37.48 10.58

(4) Pneumatic Nailer, Power Stapler...............$ 37.60 10.58

(5) Sawfiler...............$ 37.44 10.58

(6) Scaffold Builder.......$ 28.55 10.58

(7) Table Power Saw Operator....................$ 37.45 10.58

FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. Certified Welder

- $1.00 per hour premium.

CARP0409-005 07/01/2009

Rates Fringes

Drywall

DRYWALL INSTALLER/LATHER....$ 37.35 10.58

STOCKER/SCRAPPER............$ 10.00 6.67

ELEC0011-002 07/27/2009

COMMUNICATIONS AND SYSTEMS WORK

Rates Fringes

Communications System Installer...................$ 26.83 3%+8.00 Technician..................$ 28.63 3%+8.00

SCOPE OF WORK:

Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, 00850 - 3

Orange and Riverside Counties, CA security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings.

Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function;

excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package.

ELEC0441-001 12/01/2008

Rates Fringes

CABLE SPLICER....................$ 40.34 3%+11.90

ELECTRICIAN......................$ 38.57 3%+11.90

ELEC0441-004 12/01/2008

Rates Fringes

ELECTRICIAN (TRANSPORTATION

SYSTEMS, TRAFFIC SIGNALS &

STREET LIGHTING)

Cable Splicer/Fiber Optic Splicer.....................$ 39.17 3%+11.90 Electrician.................$ 38.57 3%+11.90 Technician..................$ 28.93 3%+11.90

SCOPE OF WORK: Electrical work on public streets, freeways, toll-ways, etc, above or below ground. All work necessary for the installation, renovation, repair or removal of Intelligent Transportation Systems, Video Surveilance Systems (CCTV), Street Lighting and and Traffic Signal work or systems whether underground or on bridges. Includes dusk to dawn lighting installations and ramps for access to or egress from freeways, toll-ways, etc.

Intelligent Transportation Systems shall include all systems and components to control, monitor, and communicate with pedestrian or vehicular traffic, included but not limited to: installation, modification, removal of all Fiber optic Video System, Fiber Optic Data Systems, Direct interconnect and Communications Systems, Microwave Data and Video Systems, Infrared and Sonic Detection Systems, Solar Power Systems, Highway Advisory Radio Systems, highway Weight and Motion Systems, etc.

00850 - 4

Orange and Riverside Counties, CA

Any and all work required to install and maintain any specialized or newly developed systems. All cutting, fitting and bandaging of ducts, raceways, and conduits.

The cleaning, rodding and installation of "fish and pull wires". The excavation, setting, leveling and grouting of precast manholes, vaults, and pull boxes including ground rods or grounding systems, rock necessary for leveling and drainagae as well as pouring of a concrete envelope if needed.

JOURNEYMAN TRANSPORTATION ELECTRICIAN shall perform all tasks necessary toinstall the complete transportation system.

JOURNEYMAN TECHNICIAN duties shall consist of: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and comnmunication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, dector loop, fiber optic cable and video/data.

ELEC1245-001 06/01/2009

Rates Fringes

LINE CONSTRUCTION

(1) Lineman; Cable splicer..$ 44.47 13.11

(2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment)...........$ 35.52 12.07

(3) Groundman...............$ 27.17 11.82

(4) Powderman...............$ 39.71 12.23

HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day

ELEV0018-001 01/01/2009

Rates Fringes

ELEVATOR MECHANIC................$ 44.10 18.285

FOOTNOTE:

PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service.

PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

00850 - 5

Orange and Riverside Counties, CA

ENGI0012-003 07/01/2009

Rates Fringes

POWER EQUIPMENT OPERATOR (All Other Work)

GROUP 1....................$ 36.83 17.22

GROUP 2....................$ 37.61 17.22

GROUP 3....................$ 37.90 17.22

GROUP 4....................$ 39.39 17.22

GROUP 5....................$ 40.49 17.22

GROUP 6....................$ 39.61 17.22

GROUP 7....................$ 40.71 17.22

GROUP 8....................$ 39.72 17.22

GROUP 9....................$ 40.82 17.22

GROUP 10....................$ 39.84 17.22

GROUP 11....................$ 40.94 17.22

GROUP 12....................$ 40.01 17.22

GROUP 13....................$ 40.11 17.22

GROUP 14....................$ 40.14 17.22

GROUP 15....................$ 40.22 17.22

GROUP 16....................$ 40.34 17.22

GROUP 17....................$ 40.51 17.22

GROUP 18....................$ 40.61 17.22

GROUP 19....................$ 40.72 17.22

GROUP 20....................$ 40.84 17.22

GROUP 21....................$ 41.01 17.22

GROUP 22....................$ 41.11 17.22

GROUP 23....................$ 41.22 17.22

GROUP 24....................$ 41.34 17.22

GROUP 25....................$ 41.51 17.22

POWER EQUIPMENT OPERATOR

(Cranes, Piledriving & Hoisting)

GROUP 1....................$ 38.18 17.22

GROUP 2....................$ 38.96 17.22

GROUP 3....................$ 39.25 17.22

GROUP 4....................$ 39.39 17.22

GROUP 5....................$ 39.61 17.22

GROUP 6....................$ 39.72 17.22

GROUP 7....................$ 39.84 17.22

GROUP 8....................$ 40.01 17.22

GROUP 9....................$ 40.18 17.22

GROUP 10....................$ 41.18 17.22

GROUP 11....................$ 42.18 17.22

GROUP 12....................$ 43.18 17.22

GROUP 13....................$ 44.18 17.22

POWER EQUIPMENT OPERATOR

(Tunnel Work)

GROUP 1....................$ 38.68 17.22

GROUP 2....................$ 39.46 17.22

GROUP 3....................$ 39.75 17.22

GROUP 4....................$ 39.89 17.22

GROUP 5....................$ 40.11 17.22

00850 - 6

Orange and Riverside Counties, CA

GROUP 6....................$ 40.22 17.22

GROUP 7....................$ 40.34 17.22

PREMIUM PAY:

$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton

Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons;

Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman

GROUP 2: Asphalt-rubber plant operator (nurse tank operator);

Concrete mixer operator-skip type; Conveyor operator;

Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types);…