Solicitation_Package_2.pdf

United States Department of the Interior

FISH AND WILDLIFE SERVICE

In Reply Refer to:

ABA-B&F-CGS

911 NE 11th Ave Portland, Oregon 97232-4181

Notice to Offerors – RFQ

Solicitation Number: F15PS00287

Description: Tile Drain Installation and Cleaning

Location: Sonny Bono Salton Sea National Wildlife Refuge, 906 W. Sinclair Rd., Calipatria, CA 92233

Site Visit Date and Time: May 13, 2015, 9:00 AM PST

Basis for Award: Best Value – See Evaluation Factors for Award

Bonding: Nothing due with proposal submission. Successful awardee will be required to submit a 100% payment bond and certificate of insurance before issuance of notice to proceed.

Project Magnitude: Between $25,000 and $100,000

Proposal Due Date: May 20, 2015

Instructions to Offeror:

1. Before submitting a quote, read the entire solicitation package carefully. Return the following items with your response:

a) Standard Form 1442 and any amendments

b) Past Performance Information Worksheet

2. Successful awardee will need to be active in System for Award Management (SAM) database (www.sam.gov)

Send Quote to: US Fish and Wildlife Service CGS Attn: Troy Mobley 911 NE 11th Ave Portland, OR 97232-4181

Faxed response is acceptable to Troy Mobley at 503-231-6259 Email response is acceptable to troy_mobley@fws.gov

For further information:

Technical Contact: Christian Schoneman, 760-348-5278 x227, christian_schoneman@fws.gov Contracting Contact: Troy Mobley 503-231-6227, troy_mobley@fws.gov

Basic Information

The U.S. Fish and Wildlife Service has a requirement for construction services to repair and install drain tiles at Sonny Bono National Wildlife Refuge. One of the Refuge’s farm field’s tile lines were dilapidated years ago and subsequently two laterals in that field were abandoned.

Also, over the course of years other tiles lines or pipes get clogged and must be opened up by means of high pressure water injected into each line to allow unimpeded filtration of unwanted soil constituents, namely salt. The goal of this project is to install new tile line where the old line was abandoned and clean out others to help maintain soil productivity for wildlife habitat. Work performed shall be done by an experienced tile drain line company.

Magnitude of project is between $25,000 and $100,000. Work can begin after contract award and must be completed by the end of December 2016. The successful awardee will be asked to provide a 100 percent payment bond within 15 days of award. Project is a small business set-aside. Applicable NAICS code is 237990. Small business size is defined as $36.5 million or less annually when averaged over a three year period. Source selection process will be best value, based upon evaluation criteria set forth in the solicitation package.

Evaluation Factors:

Factor 1 – Cost Proposals with a lower cost score relatively high in the Evaluation

Technical Factors – Use Past Performance Information Worksheet

Factor 2 – Past Performance A company/firm with positive Past Performance Surveys scores relatively high in the Evaluation.

Factor 3 – Drain Tile Experience A company/firm familiar with drain tile scores relatively high in the Evaluation.

STATEMENT OF WORK

Agriculture Field Subsurface Tile Drain Installation and Cleaning

Sonny Bono Salton Sea NWR Feb. 3, 2015

1. GENERAL

The SBSS NWR provides foraging habitat to approximately 40,000 geese each winter.

To accomplish this goal, the refuge plants about 900 acres of rye grass on farm fields throughout the refuge. Subsurface “tile” drain lines help manage salts in refuge farm fields to keep them productive. One of the Refuge’s farm field’s tile lines were dilapidated years ago and subsequently two laterals in that field were abandoned. Also, over the course of years other tiles lines or pipes get clogged and must be opened up by means of high pressure water injected into each line to allow unimpeded filtration of unwanted soil constituents, namely salt. The goal of this project is to install new tile line where the old line was abandoned and clean out others to help maintain soil productivity for wildlife habitat.

2. DEFINITIONS

Tile Drain line- The subsurface perforated pipe in refuge farm fields that are buried about 6’ below the surface of the farm field and carry percolated water away from the field.

Lateral- A tile drain line that intersects with a main drain line in the center of the farm field. The lateral lines are the primary tile lines that capture subsurface water percolation from the soil.

3. SCOPE SUMMARY

3A. Subsurface Drainage Tile Installation:

Subsurface agricultural tile drain lines will be installed in one refuge farm field.

Specifically, a trench will need to be excavated followed by installation of 4” perforated corrugated polyethylene pipe at a depth of approximately 6’ 6” below the soil surface with a minimum of 2” of washed sand under the tubing and 1 ½” over the tubing. See attached drawing. Two separate “laterals” are needed, each about 1,100 feet long totaling about 2,200 feet of tile line. The laterals will need to be connected to the 8” mainline already part of the existing tile system in the field. Finally after the tile lines are installed, the trench will need backfilling level with soil excavated from the trenches.

MATERIAL

Four inch corrugated polyethylene tubing shall conform to the requirements of ASTM F 405.

Perforations need to allow the water inlet area to be a minimum of 1 square inch per lineal foot of tubing. The inlets either shall be circular perforations or slots equally spaced along the length and circumference of the pipe in not less than three rows.

Circular perforations shall not exceed 3/16 inch in diameter, and slot perforations shall not be more than 1/8 inch wide and 1 ¼ inch long for 3-5 inch diameter pipe. All slots and circular perforations shall be cleanly cut.

The tubing shall be appropriately marked with ASTM or AASHTO designation.

ENVELOPE FILTER

Envelopes shall be fairly well-graded sand and gravel filter from the coarsest to the finest. Drain filter material shall be ASTM C33 fine aggregate, NRCS 606, or equivalent. Grading shall be as follow:

Sand and gravel shall pass a 1 1/2 inch sieve; 90 to 100 percent shall pass a 3/4/inch sieve and not more than 10 percent shall pass a No. 60 sieve.

INSPECTION AND MATERIAL HANDLING AND STORAGE

Material for subsurface drains shall be carefully inspected before they are installed.

Plastic pipe and tubing shall be protected from hazard causing deformation or warping.

Plastic pipe and tubing with physical imperfections shall not be installed. Coils of tubing shall be stacked no more than four high. Where rodents could be a problem, it is recommended to use end caps to prevent entry of the animal. Any damaged section shall be removed and replaced. All material shall be satisfactory for its intended use and shall meet applicable specifications and requirements.

EXCAVATION AND TRENCH METHOD OF INSTALLATION

Unless otherwise specified or approved by the engineer, excavation for and subsequent installation of each drain line shall begin at the outlet end and progress upgrade. The trench or excavation for the drain line shall be constructed to the lines, depths, cross sections, and grades shown on the drawings, or approved by the Sonny Bono Salton Sea NWR’s inspector.

Trenching shall be done by a machine. Use a fast-moving trencher such as a wheel excavator or an endless-chain excavator that can maintain continuous forward motion while disturbing the soil as little as possible. Where there are unstable trench sidewalls, the tubing shall be protected by some means until it has been properly laid and blinded.

One of the means is making the shield behind the shoe longer to protect a greater length of the trench during construction.

For excavation and installation in tight space or near the discharge connection, a hoe excavator can be used to make a trench and the pipe can be manually installed in place without a trenching machine. Trench shields, shoring and bracing, or other suitable methods necessary to safeguard the contractor’s employees and the works of improvement and to prevent damage to the existing improvements shall be furnished, placed, and subsequently removed by the contractor.

INSTALLATION

Flexible conduits, such as plastic pipe or tubing, shall be installed, according to the requirements in ASTM F 449, “Standard Recommended Practice for Subsurface

Installation of Corrugated Thermoplastic Tubing for Agricultural Drainage or Water Table Control.”

PREPARING THE TUBING BED AND BLINDING THE TUBING

A granular filter or envelope is specified above and on drawings made available upon request. The filter or envelope material shall be placed in the bottom of the trench just before the tubing is laid. The tubing shall then be laid and the filter or envelope material placed to a depth over the top of the conduit to not less than 3 inches.

Pipe placed during any day can be further blinded (place required loose soil material over pipe envelope) if necessary. Place and tamp an additional layer of 12 inches of soil material over the filter or envelope to protect the tubing in place. When water is in the trench and when the air temperature is below 45 degrees F, additional blinding is recommended.

No stones or other hard objects shall be allowed to come into contact with the tubing.

Blinding provides protection for the tubing during the backfilling operation when the impact of rocks and hard clods could damage it. All drain lines shall be carefully inspected for grade alignment and other specifications before backfilling.

Tubing and pipe shall be temporarily capped any day before construction activities are completed for that day.

PLACEMENT AND JOINT COVERING

If plastic pipe or tubing is stored on site for a length of time, it shall be protected from sunlight. At the time of installation, it shall be kept as cool as possible to minimize elongation of the conduit during installation. Precautions must be taken in hot weather to keep sharp heavy objects from striking the tubing and to prevent excessive pull on the tubing during installation.

All drain lines shall be installed to grade as shown on the drawings. After the tubing is placed in the trench and blinded, allow sufficient time for the pipe to adapt to the soil temperature before backfilling.

Maximum allowable stretch of the tubing is 5 percent. Special precautions must be implemented on hot, bright days to ensure that the stretch limit is not exceeded and the stiffness is not reduced less than the minimum allowable amount, and excessive deflection does not occur as a result of installation procedures, including backfill operations. Rapidly uncoiling tubing in cold weather stresses it excessively and may cause it to crack. The tubing may also have a tendency to coil in cold weather; it is then difficult to lay flat and must be handled with extra care.

When plastic tubing floats in water during installation, it is difficult to get blinding material around and over the pipe without getting the material underneath it and causing misalignment. Floating shall be prevented by holding the tubing in place until blinding is completed.

Connections are made with manufactured junctions comparable in strength with the specified tubing. Fittings shall be securely fastened with nylon cord or plastic zip ties before any backfill is placed. All buried ends shall be supplied with end caps unless otherwise approved by the Refuge’s inspector.

CONNECTIONS

Connections will be made with manufactured junctions comparable in strength with the specified tubing unless otherwise specified.

HORIZONTAL DIRECTIONS

Use manufactured bends or fittings where drain lines make an abrupt change in horizontal direction. Bends or fittings shall be comparable in strength and compatible with the specified tubing. If certain fittings are not available, hand-cut holes are acceptable, provided that they are reinforced with cement mortar or other material that will make the joint tight. When making the connection, be careful not to create a means of obstructing flow or catching debris inside the conduit or allowing soil to enter the line.

BACKFILLING

The backfilling of the trench shall be as shown on the drawings and completed as rapidly as is consistent with the soil conditions. Backfilling shall be done immediately after a sufficient amount of time for the tubing to adapt to the soil temperature. Backfilling shall also be done immediately if there is a chance of heavy rain or freezing temperatures.

Automatic backfilling machines may be used only when approved by the Refuge’s inspector. Backfill shall extend above the ground surface and be well rounded and centered over the trench.

Backfill shall be placed in successive layers of not more than 6 inches and each layer shall be slightly tamped before the next layer is placed. Earth backfill material shall be placed in the trench in a manner to insure that the conduit does not become displaced and so that the filter or envelope and bedding material, after backfilling, meet the requirements of the plans and specifications. Extreme care shall be taken to prevent smashing of the plastic tubing. Backfill material shall be free of debris, vegetation, and other deleterious matter.

METHODS OF ESTABLISHING GRADE CONTROL

Grade shall be maintained constantly during installation by the use of electronic, optical grade control devices (lasers). For trenching machines not equipped with an automatic grade-control system a sight or string line is a simple grade control method. The depth of the trench is established by sighting over two targets. The line of sight or string line must be parallel to the grade line of the drain.

Immediately after installation and before backfilling, the drain shall be checked for grade, alignment, and other design specifications. Grade can also be checked by potholing or probed for depth. Allowable variation from true grade should be within reasonable limits. Small and gradual variations from grade can be tolerated, providing the line still has adequate capacity after variations. A maximum of 1 inch in variation is allowed in an ideal situation, and any variations exceeding the maximum allowed shall be consulted with the engineer. No reverse grade or back-fall in the drain shall be allowed.

The following field (Imperial Irrigation District identifier) with the corresponding tubing lengths are required to be installed;

Trifolium 13, Gate 257A, north ½ field. Laterals #11 DD and #12 DD as marked on Figure TD-2852, sheet 3 and 4. Total lengths are 2 x 1,100’= 2,200’. Both are required to be firmly connected to the 8” mainline #1 DD according to industry standards.

Work performed shall be done by an experienced tile drain line company.

3B Subsurface Drainage Tile Cleaning:

Subsurface agricultural tile drain lines will be cleaned in three refuge farm fields using high pressure water jet to remove debris and flush it out of the tile line system.

Detailed Performance Requirements:

1) The following fields (refuge names with Imperial Irrigation District identifiers) with the corresponding pipe lengths are required to be cleaned;

Field Gate Total Length of Tile in Field S. Johnson Trif13, 255 33,285’ N. CalTrans Trif13, 258A 47,714’ HQ 421 Vail4, 421 26,726

TOTAL……………..107,725’

2) All lines listed above need cleaning with high pressure water directed into the drain lines via a high pressure hose and jet nozzle. Tile lines average 6’-7’ below soil surface.

3) Work performed shall be done by an experienced tile drain line company.

4) After discovery of needed repairs to collapsed and damaged portions that are unforeseeable at this time, the contractor will need to inform the refuge of the needed repairs in writing (estimate of repairs) so that repairs can be made and tracked depending on available funds remaining in the existing contract.

5) After cleaning is performed on all lines in each field listed, holes and other soil excavations in the field shall be filled and the field surface left in a similar condition that existed prior to the cleaning.

4. PLACE/DELIVERY AND PERIOD OF PERFORMANCE

Location of Sonny Bono Salton Sea National Wildlife Refuge is 906 W. Sinclair Rd., Calipatria, CA 92233. The Refuge farm field is located at the Refuge’s Unit 1 located at the end of Vendel Road near Westmorland, CA. A map of the field will be supplied to the contractor.

Period of performance is approximately from May 2015 through December 2015.

5. INSPECTION AND ACCEPTANCE:

Refuge staff will inspect tile installation in progress and afterward. If questions arise the Contracting Officer Representative will ask them of the contractor as soon as possible to help clear up any discrepancies without delay.

6. GOVERNMENT FURNISHED EQUIPMENT OR

MATERIALS/INFORMATION:

Maps of field locations and phone numbers of appropriate refuge staff. Contractor equipment may be parked on refuge property at an agreed upon location until work is completed.

7. AVAILABILITY

Site visits prior to proposal submittal should be coordinated with Project Leader Chris Schoneman or Acting Deputy Project Leader Tom Anderson, at 760 348-5278.

8. CONTRACTING OFFICERS REPRESENTATIVE (COR)

Project Leader Chris Schoneman, 760 348-5278 x227.

9. OPERATIONAL POINT OF CONTACT (POC) for water orders and daily operations – Tractor Operator Jorge Ramirez, cell 760-996-0894, or Kenny Hudson cell 760-996-0942.

General Decision Number: CA150002 03/27/2015 CA2

Superseded General Decision Number: CA20140002

State: California

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

County: Imperial 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

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/16/2015 2 02/13/2015 3 03/27/2015

ASBE0005-002 06/30/2014

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems).....$ 35.44 19.36 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls)...........................$ 24.34 16.09

ASBE0005-004 06/24/2013

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)....$ 16.95 10.23

BRCA0004-002 11/01/2014

Rates Fringes

BRICKLAYER; MARBLE SETTER........$ 40.56 15.15

BRCA0018-004 06/01/2014

Rates Fringes

MARBLE FINISHER..................$ 28.45 11.38

TILE FINISHER....................$ 23.78 9.84

TILE LAYER.......................$ 35.14 14.33

BRCA0018-010 09/01/2013

Rates Fringes

TERRAZZO FINISHER................$ 26.59 10.34

TERRAZZO WORKER/SETTER...........$ 33.63 11.13

CARP0409-001 07/01/2010

Rates Fringes

CARPENTER

(1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer...................$ 37.35 11.08

(2) Millwright..............$ 37.85 11.08

(3) Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial)................$ 37.48 11.08

(4) Pneumatic Nailer, Power Stapler...............$ 37.60 11.08

(5) Sawfiler...............$ 37.44 11.08

(6) Scaffold Builder.......$ 28.55 11.08

(7) Table Power Saw Operator....................$ 37.45 11.08

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.

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

CARP0409-005 07/01/2010

Rates Fringes

Drywall

DRYWALL INSTALLER/LATHER....$ 37.35 11.08

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

CARP0409-008 08/01/2010

Rates Fringes

Modular Furniture Installer......$ 17.00 7.41

ELEC0569-002 12/01/2014

Rates Fringes

Electricians (Electrical contracts of $500,000 or less) Cable Splicer...............$ 40.75 13.10 Tunnel Work................$ 15.75 13.25 Electrician.................$ 40.00 13.07 Tunnel Work................$ 45.00 13.22 Electricians: (Electrical contracts of $500,000 and over) Cable Splicer...............$ 43.75 13.19 Tunnel Work................$ 48.75 13.34 Electrician.................$ 43.00 13.16 Tunnel Work................$ 48.00 13.31

ELEC0569-005 09/01/2014

Rates Fringes

Sound & Communications Sound Technician............$ 28.82 3%+10.81

Soundman....................$ 23.06 3%+ 9.17

SOUND TECHNICIAN: Terminating, operating and performing final check-out

SOUNDMAN: Wire-pulling, splicing, assembling and installing devices

SCOPE OF WORK Assembly, installation, operation, service and maintenance of components or systems as used in closed circuit television, amplified master television distribution, CATV on private property, intercommunication, burglar alarm, fire alarm, life support and all security alarms, private and public telephone and related telephone interconnect, public address, paging, audio, language, electronic, background music system less than line voltage or any system acceptable for class two wiring for private, commercial, or industrial use furnished by leased wire, frequency modulation or other recording devices, electrical apparatus by means of which electricity is applied to the amplification, transmission, transference, recording or reproduction of voice, music, sound, impulses and video.

Excluded from this Scope of Work - transmission, service and maintenance of background music. All of the above shall include the installation and transmission over fiber optics.

ELEC0569-006 10/06/2014

Work on street lighting; traffic signals; and underground systems and/or established easements outside of buildings

Traffic signal, street light and underground work Utility Technician #1.......$ 28.75 3%+7.42 Utility Technician #2.......$ 23.90 3%+7.42

STREET LIGHT & TRAFFIC SIGNAL WORK:

UTILITY TECHNICIAN #1: Installation of street lights and traffic signals, including electrical circuitry, programmable controller, pedestal-mounted electrical meter enclosures and laying of pre-assembled cable in ducts. The layout of electrical systems and communication installation including proper position of trench depths, and radius at duct banks, location for manholes, street lights and traffic signals.

UTILITY TECHNICIAN #2: Distribution of material at jobsite, installation of underground ducts for electrical, telephone, cable TV land communication systems. The setting, leveling, grounding and racking of precast manholes, handholes and transformer pads.

ELEC1245-001 06/01/2013

Rates Fringes

LINE CONSTRUCTION

(1) Lineman; Cable splicer..$ 50.30 15.00

(2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment)...........$ 40.17 14.56

(3) Groundman...............$ 30.73 13.48

(4) Powderman...............$ 44.91 13.48

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 01/01/2015

Rates Fringes

ELEVATOR MECHANIC................$ 49.90 28.38

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 07/07/2014

Rates Fringes

OPERATOR: Power Equipment (All Other Work)

GROUP 1....................$ 39.05 22.25

GROUP 2....................$ 39.83 22.25

GROUP 3....................$ 40.12 22.25

GROUP 4....................$ 41.61 22.25

GROUP 5....................$ 41.86 22.25

GROUP 6....................$ 41.83 22.25

GROUP 8....................$ 41.94 22.25

GROUP 9....................$ 42.19 22.25

GROUP 10....................$ 42.06 22.25

GROUP 11....................$ 42.31 22.25

GROUP 12....................$ 42.23 22.25

GROUP 13....................$ 42.33 22.25

GROUP 14....................$ 42.36 22.25

GROUP 15....................$ 42.44 22.25

GROUP 16....................$ 42.56 22.25

GROUP 17....................$ 42.73 22.25

GROUP 18....................$ 42.83 22.25

GROUP 19....................$ 42.94 22.25

GROUP 20....................$ 43.06 22.25

GROUP 21....................$ 43.23 22.25

GROUP 22....................$ 43.33 22.25

GROUP 23....................$ 43.44 22.25

GROUP 24....................$ 43.56 22.25

GROUP 25....................$ 43.73 22.25

OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting)

GROUP 1....................$ 40.40 22.25

GROUP 2....................$ 41.18 22.25

GROUP 3....................$ 41.47 22.25

GROUP 4....................$ 41.61 22.25

GROUP 5....................$ 41.83 22.25

GROUP 6....................$ 41.94 22.25

GROUP 7....................$ 42.06 22.25

GROUP 8....................$ 42.23 22.25

GROUP 9....................$ 42.40 22.25

GROUP 10....................$ 43.40 22.25

GROUP 11....................$ 44.40 22.25

GROUP 12....................$ 45.40 22.25

GROUP 13....................$ 46.40 22.25

OPERATOR: Power Equipment (Tunnel Work)

GROUP 1....................$ 40.90 22.25

GROUP 2....................$ 41.68 22.25

GROUP 3....................$ 41.97 22.25

GROUP 4....................$ 42.11 22.25

GROUP 5....................$ 42.33 22.25

GROUP 6....................$ 42.44 22.25

GROUP 7....................$ 42.56 22.25

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; 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 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 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 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, 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 (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 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 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 northwest quarter 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 western half of the northern quarter 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 quarter 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 quarter 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, 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 quarter 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.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.

$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE

ENGI0012-004 08/01/2014

OPERATOR: Power Equipment

(DREDGING)

(1) Leverman................$ 48.60 22.40

(2) Dredge dozer............$ 42.63 22.40

(3) Deckmate................$ 42.52 22.40

(4) Winch operator (stern winch on dredge)............$ 41.97 22.40

(5) Fireman-Oiler, Deckhand, Bargeman, Leveehand...................$ 41.43 22.40

(6) Barge Mate..............$ 42.04 22.40

IRON0377-002 01/01/2015

Rates Fringes

Ironworkers:

Fence Erector...............$ 27.08 18.24 Ornamental, Reinforcing and Structural..............$ 33.50 28.20

PREMIUM PAY:

$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB

$4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center

$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock

LABO0300-00…