Am3.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

0003 Jan 15, 2010

W912PL

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

P.O. BOX 532711

LOS ANGELES, CA 90053-2325

W912PL-10-B-0002

Dec 21, 2009

RECOVERY - Santa Maria Levees, South Levee Improvement, Reach 3.

The following changes apply to this amendment:

1 - Revised Specs Section 01200 paragraph 1.32.1 - Resident Engineer's office;

2 - Replace Section 00850 - Wage Rates 3 - Replace drawing sheet numbers T-06, T-08, C-14 & C-15.

SANTA MARIA SOUTH LEVEE IMPROVEMENTS W912PL-10-B -0002

(Suey Crossing Bridge to Bradley Canyon Confluence)

Section 00850 – Wage Rates for Volumes 1 &2

General Decision Number: CA080023 01/15/2010 CA23

Superseded General Decision Number: CA20070023

State: California

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

County: Santa Barbara County in California.

BUILDING, DREDGING (does not include hopper dredge work), HEAVY (does not include water well drilling), AND 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 04/11/2008 8 05/09/2008 9 05/23/2008 10 07/04/2008 11 07/11/2008 12 08/01/2008 13 08/15/2008 14 08/29/2008 15 09/12/2008 16 10/03/2008 17 01/02/2009 18 01/16/2009 19 02/06/2009 20 02/27/2009 21 03/06/2009 22 04/03/2009 23 04/17/2009 24 05/01/2009 25 07/03/2009 26 07/10/2009 27 07/31/2009 28 08/14/2009 29 08/21/2009 30 08/28/2009 31 09/04/2009 32 10/16/2009 33 10/30/2009 34 11/13/2009 35 11/20/2009

00850-1 Amendment 3

36 12/04/2009 37 12/25/2009 38 01/01/2010 39 01/15/2010

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

BOIL0092-003 10/01/2009

Rates Fringes

BOILERMAKER......................$ 40.22 22.26

BRCA0004-003 05/01/2009

Rates Fringes

Bricklayer; Marble Setter........$ 35.20 10.60

BRCA0018-008 06/01/2008

Rates Fringes

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

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

BRCA0018-010 09/01/2009

00850-2

Rates Fringes

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

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

BRCA0018-011 08/01/2009

Rates Fringes

TILE LAYER.......................$ 30.04 10.84

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.

CARP0409-002 07/01/2008

Rates Fringes

Diver

(1) Wet.....................$ 663.68 9.82

(2) Standby.................$ 331.84 9.82

(3) Tender..................$ 323.84 9.82

(4) Assistant Tender........$ 299.84 9.82

Amounts in "Rates' column are per day

00850-3

CARP0409-005 07/01/2009

Rates Fringes

Drywall

DRYWALL INSTALLER/LATHER....$ 37.35 10.58

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

CARP0409-008 07/01/2008

Rates Fringes

Modular Furniture Installer......$ 19.00 7.41

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, 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.

ELEC0413-001 01/01/2010

Rates Fringes

Electricians:....................$ 38.44 3%+14.65

CABLE SPLICERS: $2.00 additional per hour.

ALL WORK AT VANDENBERG AFB: $3.75 additional per hour.

00850-4

FOOTNOTE: Work from trusses, swinging scaffolds, open ladders, scaffolds, bosun's chairs, stacks, or the maintenance of towers or open platforms where the worker is subject to a direct fall or where the worker has to work from a ladder or other support from a platform within 5 ft.

of any direct fall a distance of 50 ft. from the ground floor or supporting structure: double the regular straight-time rate of pay. Safety nets, if used, will not invalidate this.

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 01/01/2010

Rates Fringes

ELEVATOR MECHANIC................$ 45.33 20.035

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.

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

00850-5

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

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.

00850-6

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 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

00850-7 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 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

00850-8 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 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, 00850-9

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 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

00850-10

(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;

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

00850-11 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 derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)

GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons);

Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS

GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment)

GROUP 2: Power-driven jumbo form setter operator

GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons)

GROUP 4: Bit sharpener; Equipment greaser (grease truck);

Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum);

Tunnel locomotive operator (over 10 and up to and including 30 tons)

GROUP 5: Backhoe operator (up to and including 3/4 yd.);

Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson;

Loader operator (Athey, Euclid, Sierra and similar types);

Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor

00850-12 drill combination operator; Tugger hoist operator (2 drum);

Tunnel locomotive operator (over 30 tons)

GROUP 6: Heavy Duty Repairman

GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES

$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the NW � of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the W � of the N � of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE � of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE � of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM

$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, 00850-13

00850-14

R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE � of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM.

Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Co

SECTION 01200 Page 1 Amendment 03

SECTION 01200

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of the specification to the extent referenced. The publications are referenced in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

DEPARTMENT OF DEFENSE (DoD)

UFC 4-010-01 (2003) UNIFIED FACILITIES CRITERIA (UFC)

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (1996) Square and Hex Bolts and Screws, Inch

Series

ASME B18.2.2 (1987; R 1999) Square and Hex Nuts

ASTM INTERNATIONAL (ASTM)

ASTM F 547 (2001) Nails for Use with Wood and Wood-Base

Materials

ASTM F 1667 (2002) Driven Fasteners: Nails, Spikes, and

Staples

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST PS 20 (1999) American Softwood Lumbar Standards

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE EM 385-1-1 (2008) U.S. Army Corps of Engineers Safety and Health Requirements Manual.

Section 01.A.08.b of EM-385-1-1

EM 1110-1-1003 (01 Aug 96) NAVSTAR Global Positioning System

Survey

EM 1110-1-1005 (31 Aug 94) Topographic Surveying

U.S. DEPARTMENT OF COMMERCE (DOC)

DOC PS 1 (1995) Construction and Industrial Plywood

MASTER PAINTERS INSTITUTE (MPI)

MPI 5 (Jan 2003) Exterior Alkyd Wood Primer

SOUTH LEVEE IMPROVEMENTS

(Suey Crossing Bridge to Bradley Canyon Confluence) W912PL-10-B-0002

SECTION 01200 Page 2

MPI 10 (Jan 2003) Exterior Latex, Flat

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The "RE" designates that the Resident Office will review the submittal for the Government. Submit the following in accordance with Section 01330, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Temporary Electrical Layout Plan; G, RE

Contractor's Work Area Plan; G, RE

Contractor's Staging and Stockpile Area Plans; G, RE

Contractor's Batch Plant plan; G, RE

Borrow Site; G, RE

Pilot Channel; G, RE

Safety Plan; G, RE

Survey; G, GE

Permits Acquired by Contractor

Contractor shall submit the above required documents in accordance with this section.

Haul Route Plan; G, RE.

The Contractor shall submit a haul route plan that will be used during construction of the project.

1.3 TEMPORARY ELECTRIC WIRING

1.3.1 Temporary Power and Lighting

The Contractor shall provide construction power facilities in accordance with the safety requirements of the National Electrical Code NFPA No. 70 and the U.S. Army Corps of Engineers Safety and Health Requirements Manual latest version of COE EM 385-1-1. The contractor shall utilize this latest version for all references throughout the contract. The latest version is dated September 2008 (yellow Book). The Contractor, or his delegated subcontractor, shall enforce all the safety requirements of electrical extensions for the work of all subcontractors. All work shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer. Prior to construction the Contractor shall submit a Temporary Electrical Layout Plan.

SECTION 01200 Page 3

1.3.2 Construction Equipment

In addition to the requirements of COE EM 385-1-1, The U.S. Army Corps of Engineers Safety and Health Requirements Manual, all temporary wiring conductors installed for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring shall be secured above the ground or floor in a workmanlike manner and shall not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.3.3 Circuit Protection

In addition to the present requirements in COE EM 385-1-1 and the National Electrical Code, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws shall also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the National Electrical Code, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.4 UTILITIES

1.4.1 Cooperation with Utilities

Site reconnaissance and surveys to locate surface and overhead utilities including side drains, cable lines, and man-made structures were conducted in January and August 2009. There are overhead utility lines existed at Suey Crossing Bridge. These utilities are unlikely to impact the work.

Surface utilities include a PVC irrigation pipe which will be removed by others prior to construction and interior drainage pipes and boxes exist within the project limits and are shown on the contract drawings. No guarantee is made to the accuracy of the location shown on the drawings.

The Contractor shall determine for himself the exact location of all utilities. Should Contractor's operations result in damage to any utility the location of which has been brought to its attention, he shall assume full responsibility for such damage. There also exists the likelihood that other abandoned older and undocumented underground utility lines exist within the project area. Contractor shall contact Dig Alert (telephone number 800-227-2600) a minimum of two (2) working days before beginning any underground work.

The following phone numbers should put the Contractor in contact with the proper personnel should the contractor encounter unexpected under ground utilities:

City of Santa Maria Rodger Olds (805) 925-0951 X225 (primary contact)

SECTION 01200 Page 4

Shad Springer (805) 925-0951 X225

County of of Santa Barbara Flood Control District Jon Frye (805) 568-3444 (primary contact) Rick Tomasini (805) 681-5636 (seconday contact)

All under ground utilities located on along the levee landward side shall be protected in-place.

1.4.2 Existing 36" and 48" Dia. RCP's with Flap Gates

There are two reinforced concrete pipes (RCP) exist within project limits and are shown on the contract drawings. These pipes go through the levee and are buried under the levee at a design depth. They need to be modified to appropriate fit the soil cement levee. Pipe inlets are located on the landward side and will be protected in-place. Pipe outlets will require modifications to fit soil cement levee geometry. The contractor shall construct and modify outlet structures and extended pipe segments per contract drawings. The Contractor shall be required to record pre-construction conditions (still photographs or video taping) of the entire construction site prior to start of work. This should be done in the presence of the USACE COR/Project Engineer and copies of all photos/video be provided to COR prior to start of construction.

1.4.3 Existing 2-2'X5' RCB's with Flap Gates

There are existing two 2'X5' reinforced concrete boxes (RCB) within project limits and are shown on the contract drawings. These RCB's go through the levee and are about 2 feet below top of levee. RCB culvert inlets are located on the landward side and will be protected in-place. RCB culvert outlets will require modifications to fit soil cement levee geometry. The contractor shall construct and modify outlet structures and extended RCB segments respectively per contract drawings. Because of having 2-ft cover on each RCB, it is suggested that the contractor should contact the City of Santa Maria via the County of Santa Barbara-Flood Control District to obtain allowable loadings for the RCB's prior to operating heavy construction equipment directly on top of these RCB's. The Contractor shall be required to record pre-construction conditions (still photographs or video taping) of the entire construction site prior to start of work. This should be done in the presence of the USACE COR/Project Engineer and copies of all photos/video be provided to COR prior to start of construction. Should Contractor's operations result in damage to any of the RCB's, he shall assume full responsibility for such damage and shall repair to satisfactory of the Contracting Officer at no additional cost to the Government.

1.4.4 Existing Landfill Gas and Ground Water Monitoring Probes

The City of Santa Maria maintains numerous landfill gas and ground water monitoring probes. These monitoring probes are located on landward side, along the levee. Construction of soil cement levee will not impact these City installed devices. However, the contractor shall protect existing city installed devices. It is the contractor's responsibility to record pre-construction conditions (still photographs or video taping) of the entire construction site including these existing utilities prior to start of work.

This should be done in the presence of the USACE COR/Project Engineer and

SECTION 01200 Page 5 copies of all photos/video be provided to COR prior to start of construction.

Damage to these probes as the result of contractor construction activities shall be replaced at the contractor's expense.

1.4.5 Existing Suey Crossing Bridge

The City of Santa Barbara constructed the bridge in the year 2000 and it has maintained the bridge since. Construction of soil cement levee involves reinforcement of the bridge piers with 18" grouted riprap shown on the contract drawings to prevent scouring. The contractor shall take all necessary precautions and cares when working under the bridge to ensure no damage to the bridge including its piers. The contractor is required to notify the Contracting Officer, SBCFCD and the City of Santa Maria one week in advance prior to excavation for bridge pier reinforcement. The Contractor shall be required to record pre-construction conditions (still photographs or video taping) of the entire construction site inclduing this bridge prior to start of work. This should be done in the presence of the USACE COR/Project Engineer and copies of all photos/video be provided to COR prior to start of construction. It is the contractor's responsibility to repair and replace such damage caused by the contractor as result of construction activities to the satisfactory of the Contracting Officer at no additional cost to the project.

1.5 GENERAL SAFETY REQUIREMENTS

1.5.1 General

The Corps of Engineers Safety and Health Requirements Manual, COE EM 385-1-1, (see Contract Clauses, paragraph 52-236-13 of Section 00700, ACCIDENT PREVENTION), the Occupational Safety and Health Act (OSHA) Standards for Construction (Title 29, Code of Federal Regulations Part 1926 as revised from time to time) and UFGS Specifications section 01352 in this specifications;

General Industry Standards (Title 29, Code of Federal Regulations Part 1910 as revised from time to time); and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.5.2 The Prime Contractor's Superintendent and Safety Officer

The Prime Contractor's Superintendent in coordination with its Safety Officer shall take an active role in enforcing the recommended safety requirements made by the Safety Officer and participate in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work. The Prime Contractor's Safety Officer is responsible for enforcing the safety requirements and scheduling and attending meetings related to the safety of the construction crews as needed. The Safety Officer needs to be familiar with the Federal, State and Local Government environmental protection laws.

The Prime Contractor's Superintendent and Safety Officer shall be required to abide and in compliance with the specifications section 01352-Government Safety Requirements and EM-385-1-1.

1.5.3 Additional Health and Safety Requirements

Additional project specific health and safety requirements are presented in Section 01354, ENVIRONMENTAL PROTECTION FOR CIVIL WORKS.

SECTION 01200 Page 6

1.5.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action shall be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.5.5 Elevated Work Areas

Workers in elevated work areas in excess of 6 feet above an adjoining surface require special safety attention. In addition to the provisions/regulations of EM 385-1-1 and Specifications Section 01352-Government Safety Requirements, the following safety measures are required to be submitted to the Contracting Officer. Prior to commencement of work in elevated work areas, the Contractor shall submit Drawings depicting all provisions of his positive protection system.

1.5.6 1.5.6 Special Safety Precaution

Because this project is located near a city's landfill (City's landfill is located along the landward side of the levee), there is a potential for landfill gas mitigation during construction work. Construction crews performing excavation work and construction of levee structures adjacent to the landfill should be equipped with proper safety gear and monitoring equipment. Exposed excavations should be monitored for gas prior to entering trenches and absolutely "No" smoking or open flames allowed. The Contractor shall become familiar with the potential hazards associated with landfill gas.

1.5.7 1.5.7 Potential For Hazard

Landfill gases usually vent to the atmospheres through the cover soils, but may mitigate laterally to adjacent areas depending on site and weather condition. Landfill gases have the potential to create hazardous conditions if not controlled or recognized. Hazardous conditions include

- Starting fired spontaneously from exposed and/or decomposing refuse such

- Fires and explosions may occur from the presence of methane gas.

- Oxygen deficiency in underground trenches, conduits, and structures

- High toxic and flammable gas such as hydrogen sulfide.

1.5.8 1.5.8 Safety Precautions

In addition to conforming to the safety rules and regulations, the Contractor shall take the following precaution measures:

- The use of explosives or firearms shall not be permitted on the site.

- If refuse is exposed during construction activities, the Contractor shall notify the City Engineer and the Contracting Officer immediately.

1.5.9 1.5.9 Contractor's Site pecific Health and Safety Plan

The Contractor is required to include the following measures:

- Compliance with the requirements of OSHA, Cal-OSHA and all other regulatory agency requirements.

SECTION 01200 Page 7

- Inhalation of landfill gases shall be avoided. Such gases or oxygen-deficient air may cause nausea and dizziness, which could lead to accidents.

Work should precede in a direction upwind of the excavation where possible.

- Workers shall avoid contact with exposed refuse, condensate, or leachate.

- Fire extinguishers with a rating of at least A, B, and C shall be available at all times on the site.

- Start-up and shutdown of equipment shall be voided in areas of exposed refuse.

1.5.10 Fire Prevention

The Contractor shall coordinate with the Fire Department and the Contracting Officer prior to conducting any fire hazardous operation. Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles shall be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles shall be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area.

1.5.11 Record keeping/Reporting Requirements

On all contract operations, the Prime Contractor shall be responsible for recording and reporting all accident exposure and experience incident work.

(This includes exposure and experience of the prime Contractor and his/her sub-contractor(s)). As a minimum these records shall include exposure work-hours and a log of occupational injuries and OSHA Form 200 or state equivalent as prescribed by 29 CFR 1904.5 Records shall be submitted to the Contracting Officer for review and approval before issuing for utilization.(Reference EM 385-1-1, 01.D.04).

1.5.12 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, the Prime Contractor will submit at the 50% point and 100% of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors.

The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports. The Contractor is required to submit the Accident Reporting form to the Contracting Offcier for reveiw and approval.

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE, Section 00700, 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…