Am1.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

1 2

0001 2 SEP 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

Replace SF1442 - Solicitation, Section 00010 - Bid Schedule, Section 00850 - Wage Rates

Add Signs

Bidders Inquiry Key: AGOQ6I-B72YSW See Attached continuation sheet for other revisions - SF30-Cont.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

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 (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

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

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

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (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 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL-09-B-0013 X 18 Aug 09 1 OF 2

USACE, Los Angeles District Contracting Division, West Region Branch 915 Wilshire Blvd P. O. Box 532711, Los Angeles, CA 90053-2325

See Item 7

Pat Bonilla/Julie Ayala 213.452.3255 or 3241

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

ORANGE AND RIVERSIDE COUNTIES, CALIFORNIA

The proposed contract consists of excavation and backfill for the construction of approximately 5,200 feet of 24 inch thick grouted stone revetment and approximately 1,000 feet of steel sheetpile with tie-back anchors bank protection, placement of derrick stone, excavation and backfill of approximately 5,000 ft long temporary diversion channel, construct approximately 1,000 ft long new access road and a double span concrete bridge each approximately 70 ft long, construct approximately 5,000 ft long temporary bike trail detour and bridge supports, as shown on the drawings and indicated in the specifications.

This project was authorized for construction under the American Recovery and Reinvestment Act (ARRA) of 2009.

This procurement issued under full and open competition with out exclusion of sources (Unrestricted). When applicable, FAR 52.219-4, "Notice of Price Evaluation Preference for HUBZone Small Business Concerns" will be applied to this procurement.

The estimated cost range of this acquisition is over $10,000,000.00

BIDDERS PLEASE NOTE: This project may be delayed, cancelled or revised at any time prior to award.

10 01Apr2011

X X *Section 00800

X 10

1:00 PM

17 September 2009

X

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (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 within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

30B. SIGNATURE 30C. DATE

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

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

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. 0001

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 228,000 CY ____.__ ____.__

0006 DIVERSION CHANNEL BACKFILL 228,000 CY ____.__ ____.__

0007 EXCAVATION, BANK PROTECTION 198,000 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 48-IN RCP SIDE DRAIN #10 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 thru 0099 (NOT USED)

100 ACCESS DRIVEWAY:

100.01 EXCAVATION, ACCESS DRIVEWAY

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

100.02 COMPACTED FILL, ACCESS DRIVEWAY

DOCUMENT 00010 Page 3

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) 405 LF ____.__ ____.__

100.08 ASPHALTIC CONCRETE PAVING,

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

100.09 AGGREGATE BASE COURSE,

ACCESS DRIVEWAY 3,364 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

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

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

DOCUMENT 00010 Page 4

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 1,018 TON ____.__ ____.__

101.12 AGGREGATE BASE COURSE,

BIKEWAY DETOUR PHASE 2 365 TON ____.__ ____.__

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

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

DOCUMENT 00010 Page 5

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) 1,903 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 ____.__ ____.__

101.36 REMOVE ASPHALT CONCRETE ONLY,

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

101.37 CHAIN LINK FENCE, BIKEWAY,

DOCUMENT 00010 Page 6

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 CLEARING AND GRUBBING 3 AC ____.__ ____.__

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 ____.__ ____.__

A0011 FENCING 600 FT ____.__ ____.__

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

DOCUMENT 00010 Page 7

A0013 HYDROSEEDING 2 AC ____.__ ____.__

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

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

A0016 V-DITCH 1 LS ____.__ ____.__

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

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 9

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 10

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 11

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DOCUMENT 00010 Page 12

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

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

Section 00850

DAVIS-BACON WAGE DETERMINATIONS

CA080035 Orange and CA080036 Riverside Counties, California

General Decision Number: CA080035 08/28/2009 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

00850 - 1 Amendment 1

Orange and Riverside Counties, CA

28 08/21/2009 29 08/28/2009

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, 00850 - 3

Orange and Riverside Counties, CA sound, vision and digital for commercial, educational, 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

00850 - 4

Orange and Riverside Counties, CA

Motion Systems, etc.

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

00850 - 5

Orange and Riverside Counties, CA

Thanksgiving, and Christmas Day.

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

00850 - 6

Orange and Riverside Counties, CA

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

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); Skiploader (wheel type up to 3/4 yd.

without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler

GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground);

Stationary pipe wrapping and cleaning machine operator

GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator;

Concrete cleaning decontamination machine operator;

Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine;

Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power

00850 - 7

Orange and Riverside Counties, CA concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher;

Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck

GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;

Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types

- Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted);

Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms);

Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator

GROUP 7: Welder - General

GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator;

Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor;

Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types -drilling depth of 60' maximum); Elevating grader operator;

Grade checker; Gradall operator; Grouting machine operator;

Heavy-duty repairman; Heavy equipment robotics operator;

Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or

00850 - 8

Orange and Riverside Counties, CA similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);

Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu.

yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck);

Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self-propelled curb and gutter machine operator; Shuttle buggy;

Skiploader operator (crawler and wheel type over 1-1/2 yds.

up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;

Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator

GROUP 9: Heavy Duty Repairman

GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator;

Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)

GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified.

GROUP 12: Auto grader operator; Automatic slip form operator;

Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or

00850 - 9

Orange and Riverside Counties, CA similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu.

yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine);

Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)

GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)

GROUP 14: Canal liner operator; Canal trimmer operator;

Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional);

Wheel excavator operator (over 750 cu. yds.)

GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck)

GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)

GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck);

Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)

GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, up to and including 25 yds. struck)

GROUP 19: Rotex concrete belt operator (or similar types);

Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50

cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction

00850 - 10

Orange and Riverside Counties, CA units - multiple engine, up to and including 25 yds. struck)

GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)

GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)

GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck)

GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)

GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds.

struck)

GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS

GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)

GROUP 2: Truck crane oiler

GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite)

GROUP 4: Bridge-type unloader and turntable operator;

00850 - 11

Orange and Riverside Counties, CA

Helicopter hoist operator

GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)

GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator

GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum)

GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)

GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator;

Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons

GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry

GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc)

GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy…