Underground Storage Tank Removal

Transcription

1 Ogle County Highway Department Curtis D. Cook, P.E., County Engineer 1989 South IL Route 2 Oregon, IL Underground Storage Tank Removal May 19, 2015 The Ogle County Highway Department invites you to submit a proposal for the removal of underground storage tanks located at 501 W Washington Street, Oregon, IL This property is owned by Ogle County and the site is being razed for construction of a parking lot. It is anticipated that the building will be removed by July 15, The tanks may be removed by the successful provider upon removal of the building. Please provide a proposal in accordance with the attached plan, instructions, and specifications to the Ogle County Highway Department by June 5, 2015, 3:30 pm local time to provide the services for removal of 6 underground storage tanks at 501 W Washington Street, Oregon, IL Proposals are to be delivered to the Ogle County Highway Department, 1989 S IL Rt 2, Oregon, IL Ogle County may choose the submitted proposal most favorable to Ogle County. Those submitting proposals must be underground storage tank removal contractors registered by the OSFM. Curtis D. Cook, PE Ogle County Engineer Phone: highway@oglecounty.org Fax:

2 Ogle County Highway Department Curtis D. Cook, P.E., County Engineer 1989 South IL Route 2 Oregon, IL Gas Station UST Removal Proposal Instructions May 14, 2015 Please provide a written proposal by June 5, 2015, 3:30 pm local time to provide the services for removal of 6 underground storage tanks at 501 W Washington Street, Oregon, IL Proposals are to be delivered to the Ogle County Highway Department, 1989 S IL Rt 2, Oregon, IL Ogle County may choose the submitted proposal most favorable to Ogle County. Ogle County will notify successful proposal submitter of acceptance of proposal by June 17, Contact the Ogle County Highway Department at the below number with questions or to schedule a site inspection prior to submittal of a proposal. The successful contractor shall provide the labor, equipment, and materials to excavate, remove, and property dispose of the described tanks and excavation and backfill the same excavation at the above address. Scope & Services - See the attached specifications for more detail on the scope of the work. - Ownership, and responsibility for, removed tanks to become that of successful proposal provider upon excavation. - All utilities have been disconnected with the exception of water and sewer. - Successful contractor will be required to provide proper liability insurance with Ogle County listed as an additional insured. - Required insurance amounts shall be in accordance with OSFM certification requirements. Proposal to include - Provide a copy of appropriate OSFM certification. - Include in proposal lump sum price for completion of required scope. - Proposal shall clearly indicate that UST removal and backfill will be completed by August 1, Include signed Affidavit of Illinois Business Office. - Include signed Contractors Certifications. - Other information deemed necessary by contractor to assure Owner of Contractor s ability and willingness to perform work as described Phone: highway@oglecounty.org Fax:

3 GENERAL SPECIFICATIONS FOR REMOVAL OF UNDERGROUND STORAGE TANKS 1. GENERAL 1.1 REQUIREMENTS INCLUDE A. General Contractor shall provide: 1. Licensed supervision of underground tank removal. 2. Reports, notices and acquisition of required permits. 3. Protection of persons and property. 4. Workers who have completed 40-hour OSHA hazardous material training. 5. Work area preparation. 6. Demolition work: a. Excavation and disposal of soils sufficient to remove underground tanks, piping, and accessories. i. Tank 1 - Underground steel tank, estimated 550 gal, 6 L x 4 W x 3-4 D (Full suspect used oil). ii. Tank 2 - Underground steel tank, estimated 550 gal, 6 L x 4 W x 3-4 D (appeared empty). iii. Tank 3 - Underground steel tank, estimated 650 gal, 7 L x 4 W x 3-4 D (appeared empty). iv. Tank 4 - Underground steel tank, estimated 650 gal, 7 L x 4 W x 3-4 D (unknown). v. Tank 5 - Underground steel tank, estimated 2,400 gal, 16 L x 5 W x? D (petroleum odor). vi. Tank 6 - Underground steel tank, estimated 4,000 gal, 27 L x 5 W x? D (unknown). b. Reinforced concrete anchor slab and accessories beneath tank if present. (See Drawing) c. Pumps, motors, motor controls, electrical wiring and conduit, dispensers, concrete slab-on-grade, guard posts, and miscellaneous accessories. 7. Restore excavation with specified backfill. Page 1

4 1.2 RELATED WORK A. Specified Elsewhere: Not Applicable 1.3 WORK BY OTHERS A. Engineer will provide sampling and testing services for soils and groundwater contamination at the time of removal. Owner will contact Engineer. B. Contractor shall notify Owner seven (7) days in advance of tank removal via the following: Curtis D. Cook, PE Ogle County Engineer (office) (cellular) C. Immediately upon removal of tank and components, contractor shall assist Engineer in collecting a series of closure soil samples from the excavation floor and sidewalls. If sample locations are not reachable, contractor shall utilize excavation equipment to obtain a representable soil sample from a specified location to be utilized by the Engineer. 1.4 QUALITY ASSURANCE. Comply with applicable requirements of USEPA, IEPA, OSFM, and OSHA regulations. 1.5 REFERENCES A. Standards: Specified Standard, in effect at date of bidding documents, are hereby incorporated by reference to the same extent as if they were included herein in full. The Standards, or cited portions thereof, govern all underground storage tank removal. B. API - American Petroleum Institute. C. ANSI - American National Standards Institute, 1430 Broadway, New York City, NY D. ASTM - American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA E. Federal Standard: Page 2

5 1. OSHA - Occupational Safety and Health Administration, 200 Constitution Avenue, Washington, DC USEPA - Environmental Protection Agency, 401 Main Street, SW, Washington, DC SUBMITTALS 3. State Standard: IEPA - Illinois Environmental Protection Agency: Illinois Administrative Code 35 Part 734 (Petroleum Underground Storage Tanks) and 35 Part 742 (Tiered Approach to Corrective Action Objectives). A. Before Start of Work: Submit the following to the Engineer for review. No work shall begin until these submittals are returned with the Engineer s authorization indicating the submittal is satisfactory. 1. Notices: Submit notices required by federal, state, and local regulations together with proof of timely transmittal to agency requiring notice. 2. Permits: Obtain all building and special permits required for the underground storage tank removal work. The costs of these fees are the contractor s responsibility. 3. Licenses: Submit copies of all state and local licenses and permits necessary to carry out the work of this Contract. 4. Health and Safety Plan: Plan shall be prepared by contractor and conform to applicable federal, state, and local laws, regulations and ordinances, including 29 CFR et.seq. Contractor personnel shall conform to Health and Safety Plan throughout performance of work. A copy of the Health and Safety Plan shall be submitted to the Engineer no less than seven (7) days prior to commencement of any work activities for review. B. Manifests: Submit copies of all load tickets and manifests. Certifying destination, receipt, and disposal of soil and demolition materials. C. Copy of the issued Clean Tank Certification and final certificate of disposal. D. Results: Submit copies of all laboratory test results for soil and groundwater samples and waste disposal analysis. 1.7 NOTIFICATIONS A. Contractor shall notify Engineer no less than seven (7) days prior to commencement of any work activities. Page 3

6 B. The Contractor shall submit a Notification Form for Underground Storage Tanks and an Application for Permit for Removal of Underground Storage Tanks form to the Illinois Office of the State Fire Marshall (OSFM) a maximum of ten (10) business days of contract award to adhere to the project timeline. Prior to submittal, the Contractors shall verify with the Engineer that all form information to be submitted is accurate and correct. All associated registration and permitting fees are the responsibility of the Contractor. C. The Contractor shall submit notification to the local fire department within 10 business days prior to commencement of work. D. The Contractor shall schedule a final removal date with the OSFM to allow for an OSFM field inspector to be present. The A/E should be immediately contacted to coordinate prior specified Work by Others. E. The Contractor shall be required to file a Certification of Removal and amended Notification Form for Underground Storage Tanks with OSFM within 30 days of completion of permitted work. F. If a release is determined to have occurred, the County of Ogle (with the assistance of the Engineer) is responsible for notifying the Illinois Emergency Management Agency (IEMA) within twenty-four (24) hours of a confirmed release. G. The Engineer shall be present on site before any excavation, tank cutting, tank cleaning, or tank removal can proceed. 1.8 UNDERGROUND OBSTRUCTIONS A. Known underground piping, foundations, and other underground obstructions in vicinity of new construction are shown on Drawing. B. Protect underground facilities encountered during excavation until it is determined whether they are active or inactive. Repair, without compensation, existing active facilities shown on Drawing damaged during operations. C. Notify Engineer immediately of unexpected subsurface conditions and discontinue all work in area until Engineer provides notification to resume Work. 1.9 SEQUENCING/SCHEDULING A. Perform all work in accord with approved Construction Schedule. All work shall be completed by August 1, Page 4

7 1.10 WARRANTY. Warrant all work in accord with General Conditions for a time period of one year. 2. PRODUCTS 2.1 FILL MATERIALS A. Crushed CA-7 from bottom of excavation to within 24 of existing ground surface. B. CA-10 for final 24 of excavation (compacted) 3. EXECUTION 3.1 GENERAL REQUIREMENTS A. Remove existing construction as specified and shown. B. Perform removal in a manner which will minimize dust, noise, and other nuisance. Maintain haul routes for disposal of material clean and free of debris. C. Protect existing facilities from damage by falling debris, dust, and construction operations. D. Perform demolition operations in a manner that in no way endangers personnel, public, existing structures, utilities, roadways, or facilities not to be demolished. E. Contractor shall be responsible for damage to personnel, public, roadways, streets, structures, utilities, facilities, and equipment caused by operations and shall repair any damage at its own expense or replace items damaged beyond repair. F. Perform work in a manner which will provide the least interference and most protection to the public and existing construction. Contractor s operations are subject to approval prior to commencement of work. G. Materials to be removed will not be permitted to accumulate on site. Remove all demolition materials. H. Any portion of existing construction whether structural, or accessory, which has become unstable through removal of other parts of construction, shall be removed as soon as practicable and no such unstable part shall be left freestanding or inadequately braced against causes of collapse at the end of each day s work. Page 5

8 I. Backfill materials shall conform to requirements of this specification section. J. Do not operate vehicles or equipment on existing construction or roadways which could be damaged. K. No demolition shall be performed on piping, electrical circuits, or equipment until system has been isolated by responsible provider. Contractor shall verify isolation of system. L. Contractor shall relocate existing active miscellaneous piping, conduit, and electrical circuits and devices not detailed on Drawing. M. Replace construction removed to facilitate operations with construction of equal quality to that removed. 3.2 REMOVAL PROCEDURES A. Work shall be performed in accordance with American Petroleum Institute (API) Recommended Practice 1604 Removal and Disposal of Used Underground Petroleum Storage Tanks, 41 Illinois Administrative Code, and any referenced standards. B. Provide monitoring equipment at site as required by the Site Health and Safety Plan. Operate and maintain in accordance with manufacturer s recommendations. Monitoring equipment shall include an organic vapor detector, an explosimeter, and all other equipment required to perform removal activities in accordance with 3.2 (A). C. Clearly identify exclusion zone around vapor hazard area in accordance with Site Health and Safety Plan and use only explosive proof equipment within exclusion zone. D. Regularly monitor atmosphere in excavation area and tank using an explosimeter until tank is removed from site. Monitor tank at bottom, middle, and top levels. E. Removal of remaining product: 1. Contents shall be removed from tank and associated piping. 2. Remove all liquid from tank using explosion proof pumps. All equipment must be bonded to tank and tank must be grounded to a separate ground when purging tank with compressed air or inert gas under pressure. Page 6

9 3. Tank contents shall be properly disposed of in accordance with State and Federal regulations. 4. Transport vehicles for tank contents shall not remain on-site for more than twenty-four (24) hour period. 5. All tank contents, sludge, tank cleanings, wash water, cleaning solutions, and other removal derived wastes shall be immediately containerized and at no point shall be discharged to the surface or to onsite sewers or drains. Disposal of such items shall occur in accordance with all State and Federal regulations and are considered a Contractor expense to be included as part of the submitted bid. F. Excavation: 1. During excavation, extreme caution shall be exercised in order to maintain the integrity of the Underground Storage Tank. 2. Provide shoring and bracing where necessary to support existing construction and protect personnel during demolition in accordance with Occupational Safety and Health Agency s construction standard Additional standard or codes shall apply if more stringent. 3. Excavation shall be done in the presence of Engineer who will check material for possible contamination using a calibrated Photoionization Detector (PID). Excavated material shall be placed in a separate stockpile pending disposal. Excavated materials presumed to be contaminated shall be stockpiled separately onsite until disposal analysis can be performed. All stockpiles shall be located on heavy-duty plastic sheeting with minimum thickness of 20 mil and shall be kept covered with such plastic sheeting. Stockpiles shall be bermed in such a manner that no runoff can occur and no precipitation may infiltrate. 4. If a release is presumed, immediately notify onsite OSFM inspector and Engineer. Discontinue work until OSFM inspector and/or Engineer provide notification to resume. G. Removal of Mechanical Items: 1. Remove mechanical equipment and materials in areas shown and specified. Removal shall include, but not be limited to, fill, gauge, vent, and product delivery piping, valves, pumps, dispenser, concrete slab-ongrade pads, guard posts, below-grade concrete anchors/pads, and associated accessories. 2. Pipe trenches shall remain open for inspection by OSFM field inspector. Page 7

10 H. Removal of Electrical Items: 1. Remove electrical equipment and materials in areas shown and specified. Removal shall include, but not be limited to conduit, wiring, wiring devices, motors, motor controls, and associated controls for level and leak detectors. 2. For conduit and wiring extending beyond demolition area, remove conduit to nearest junction box or fitting, remove wire to its point of origin, and cover opening in box or fitting. Cap underground conduit at footprint of building foundation. 3. Electrical Connections: Do not remove any electrical connections until the circuit has been de-energizes by a licensed electrical contractor. The contractor shall verify that de-energization has occurred and shall comply with lockout/tagout requirements as stipulation by OSHA. I. Underground Storage Tank Removal: 1. Do not initiate any tank removal until authorization has been given by the onsite OSFM field inspector. The OSFM field inspector shall be on site before venting, cutting, cleaning or entry operations may proceed. 2. Inerting/vapor freeing shall be completed in accordance with 41 Illinois Administrative Code and API Dry ice shall not be allowed as a method of inerting tanks. 3. Regularly monitor the tank atmosphere and the excavation area with a combustible gas indicator for flammable or combustible vapor concentration until the tank is removed from both the excavation and the site in accordance with Illinois Administrative Code 41. A confined space entry permit shall be obtained prior to tank entry and MSDS sheets must be on site. Regularly monitor the tank to insure explosive conditions do not exist. 4. Before tank is removed from excavation, plug or cap all accessible tank holes. One plug shall have 1/8 inch vent hole. Tank shall be positioned with vent plug on top of tank during subsequent transport and storage. 5. Complete excavation around tank. Remove tank from excavation and place on level surface. Use wood blocks or other secure anchors to prevent movement of tank after removal, during cleaning, and prior to loading for transport from site. Page 8

11 6. Spills or drips shall be contained and cleaned up immediately to prevent contamination of soils and groundwater during removal. J. Underground Storage Tank Cleaning: 1. Any UST removed from the excavation zone shall be properly cleaned on site the day of the removal and removed from the site within 24 hours. 2. Tank cleaning procedures shall be conducted in accordance with 41 Illinois Administrative Code and API Recommended Practice Tanks larger than 2,000 gallons in capacity shall have holes or openings no less than 3 feet x 3 feet, one on each end or side, for cleaning. Tanks less than 2,000 gallons capacity shall have one entire side removed from end to end and shall be no less than 3 feet wide. 4. Contractor shall provide the minimum number of onsite fire extinguishers during cutting of tank. K. Soil Sampling: 1. Engineer will oversee tank closure and coordinate the collection of samples from excavation area upon tank removal. 2. The County may elect to apply Unit Adjustment Prices for Contractor remediation of soil and groundwater contamination. L. Backfilling Excavation: 1. Use structural fill, defined as crushed aggregate conforming to IDOT Standard CA-7 from the bottom of the excavation to 24 below existing grade. 2. Use structural fill, defined as crushed aggregate conforming to IDOT Standard CA-10 for final Place in 8" maximum lifts and compact to 95% maximum density as determined by ASTM D SALVAGE OF MATERIALS. Salvageable materials associated with the UST systems shall become property of Contractor and shall be removed from site as work progresses. Page 9

12 3.4 DISPOSAL OF MATERIALS A. Contractor shall be responsible for proper disposal of all project derived waste material. This includes, but is not limited to, excess excavated material, nonsalvageable equipment and materials, tank, any sand, liquid, fuel, or sludge contained in tank, cleaning and rinse water used to clean tank, and other removal derived wastes. Waste material shall be transported and disposed of using transporters and disposal facilities which possess all required federal, state or local licenses or permits. Submit all final disposal manifests, load tickets, and receipts, which are to be signed and certified by the final disposal destination. B. Burning of waste lumber and other materials or trash on site is not permitted. C. No material, obstructions, or debris shall be placed or allowed to accumulate within 15' of any fire hydrant. Fire hydrants shall be accessible at all times. 3.5 CLEANUP A. Maintain public streets, alleys, or other thoroughfares used in carrying out disposal free of litter or soil attributable to this operation. Equip and load trucks or other vehicles to prevent leakage, blowing off, or other escape of any portion of whatsoever is being hauled. Cost incurred by City in cleaning up such litter will be charged to Contractor and deducted from monies due or to become due it under this contract. B. Leave areas in clean condition. 4.0 Payment for Work A. Proposal shall include a Lump Sum price to be paid to successful contractor for the completion of the work. B. Selected proposal will require the contractor to execute a contract with the Owner for this work. Contractor will also be required to furnish a Payment and Performance Bond as a part of the contract. C. Payment will be made by Owner within 45 days of completion of all required work. Page 10

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14 Ogle County Prevailing Wage for May Page 1 of 7 5/7/2015 Ogle County Prevailing Wage for May 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ==================== == === = ====== ====== ===== === === ===== ===== ===== ===== ASBESTOS ABT-GEN BLD ASBESTOS ABT-MEC BLD BOILERMAKER BLD BRICK MASON BLD CARPENTER HWY CARPENTER N BLD CARPENTER S BLD CEMENT MASON ALL CERAMIC TILE FNSHER BLD COMMUNICATION TECH BLD ELECTRIC PWR EQMT OP ALL ELECTRIC PWR EQMT OP HWY ELECTRIC PWR GRNDMAN ALL ELECTRIC PWR GRNDMAN HWY ELECTRIC PWR LINEMAN ALL ELECTRIC PWR LINEMAN HWY ELECTRIC PWR TRK DRV ALL ELECTRIC PWR TRK DRV HWY ELECTRICIAN BLD ELEVATOR CONSTRUCTOR BLD GLAZIER BLD HT/FROST INSULATOR BLD IRON WORKER ALL LABORER BLD LABORER HWY LABORER, SKILLED HWY LATHER N BLD LATHER S BLD MACHINIST BLD MARBLE FINISHERS BLD MARBLE MASON BLD MATERIAL TESTER I ALL MATERIALS TESTER II ALL MILLWRIGHT BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER BLD OPERATING ENGINEER HWY OPERATING ENGINEER HWY OPERATING ENGINEER HWY OPERATING ENGINEER HWY OPERATING ENGINEER HWY OPERATING ENGINEER HWY OPERATING ENGINEER HWY PAINTER ALL PILEDRIVER HWY PILEDRIVER N BLD PILEDRIVER S BLD PIPEFITTER ALL PIPEFITTER BLD PLASTERER BLD PLUMBER ALL PLUMBER BLD ROOFER BLD SHEETMETAL WORKER BLD SPRINKLER FITTER BLD STONE MASON BLD SURVEY WORKER -> NOT IN EFFECT ALL TERRAZZO FINISHER BLD

15 Ogle County Prevailing Wage for May Page 2 of 7 5/7/2015 TERRAZZO MASON BLD TILE LAYER N BLD TILE LAYER S BLD TILE MASON BLD TRUCK DRIVER O&C TRUCK DRIVER O&C TRUCK DRIVER O&C TRUCK DRIVER O&C TRUCK DRIVER O&C TRUCK DRIVER E ALL TRUCK DRIVER E ALL TRUCK DRIVER E ALL TRUCK DRIVER E ALL TRUCK DRIVER N ALL TRUCK DRIVER N ALL TRUCK DRIVER N ALL TRUCK DRIVER N ALL TRUCK DRIVER S ALL TRUCK DRIVER S ALL TRUCK DRIVER S ALL TRUCK DRIVER S ALL TRUCK DRIVER S ALL TUCKPOINTER BLD Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations OGLE COUNTY CARPENTER, LATHER, MILLWRIGHT, PILEDRIVER AND TILE LAYER (NORTH) - That part of Ogle County East from the Winnebago County western boundary and North of an imaginary line running east and west located 4 miles north of the City of Oregon. TRUCK DRIVER (EAST) - That part of the county East of Rt. 251, including all portions of the city of Rochelle, and South of Rt. 72. TRUCK DRIVER (SOUTH) - That part of the county West of Rt. 251 and South of Rt. 72. TRUCK DRIVER (NORTH) - That part of the county North of Route 72. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. Oil and chip resealing (O&C) means the application of road oils and liquid asphalt to coat an existing road surface, followed by application of aggregate chips or gravel to coated surface, and subsequent rolling of material to seal the surface.

16 Ogle County Prevailing Wage for May Page 3 of 7 5/7/2015 EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER, MARBLE FINISHER, TERRAZZO FINISHER Assisting, helping or supporting the tile, marble and terrazzo mechanic by performing their historic and traditional work assignments required to complete the proper installation of the work covered by said crafts. The term "Ceramic" is used for naming the classification only and is in no way a limitation of the product handled. Ceramic takes into consideration most hard tiles. COMMUNICATIONS TECHNICIAN Installing, manufacturing, assembling and maintaining sound and intercom, protection alarm (security), fire alarm, master antenna television, closed circuit television, low voltage control for computers and/or door monitoring, school communications systems, telephones and servicing of nurse and emergency calls, and the installation and maintenance of transmit and receive antennas, transmitters, receivers, and associated apparatus which operates in conjunction with above systems. All work associated with these system installations will be included EXCEPT the installation of protective metallic conduit in new construction projects (excluding less than ten-foot runs strictly for protection of cable) and 120 volt AC (or higher) power wiring and associated hardware. LABORER, SKILLED - HIGHWAY Individuals engaged in the following types of work, irrespective of the site of the work: asbestos abatement worker, handling of any materials with any foreign matter harmful to skin or clothing, track laborer, cement handlers, chloride handlers, the unloading and loading with steel workers and re-bars, concrete workers wet, tunnel helpers in free air, batch dumpers, mason tenders, kettle and tar men, tank cleaners, plastic installers, scaffold workers, motorized buggies or motorized unit used for wet concrete or handling of building materials, laborers with de-watering systems, sewer workers plus depth, rod and chainmen with technical engineers, rod and chainmen with land surveyors, rod and chainmen with surveyors, vibrator operators, cement silica, clay, fly ash, lime and plasters, handlers (bulk or bag), cofferdam workers plus depth, on concrete paving, placing, cutting and tying of reinforcing, deck hand, dredge hand, and shore laborers, bankmen on floating plant, grade checker, power tools, front end man on chip spreaders, cassion workers plus depth, gunnite nozzle men, lead man on sewer work, welders, cutters, burners and torchmen, chainsaw operators, jackhammer and drill operators, layout man and/or drainage tile layer, steel form setter - street and highway, air tamping hammermen, signal man on crane, concrete saw operator, screedman on asphalt pavers, laborers tending masons with hot material or where foreign materials are used, mortar mixer operators, multiple concrete duct - leadsman, lumen, asphalt raker, curb asphalt machine operator, ready mix scalemen (permanent, portable or temporary plant), laborers handling masterplate or similar materials, laser beam operator, concrete burning machine operator, coring machine operator, plaster tender, underpinning and shoring of buildings, pump men, manhole and catch basin, dirt and stone tamper, hose men on concrete pumps, hazardous waste worker, lead base paint abatement worker, lining of pipe, refusing machine, assisting on direct boring machine, the work of laying watermain, fire hydrants,

17 Ogle County Prevailing Wage for May Page 4 of 7 5/7/2015 all mechanical joints to watermain work, sewer worker, and tapping water service and forced lift station mechanical worker. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEERS - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver (over 27E cu. ft.): Concrete Paver (27 cu. ft. and under); Concrete Placer; Concrete Pump (Truck Mounted); Concrete Conveyor (Truck Mounted); Concrete Tower; Cranes, All; GCI and similar types (required two operators only); Cranes, Hammerhead; Creter Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, one, two and three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment - excluding hose work and any sewer work); Locomotives, All; Lubrication Technician; Manipulators; Motor Patrol; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Raised and Blind Hole Drill; Rock Drill (self-propelled); Rock Drill - Truck Mounted; Roto Mill Grinder; Scoops - Tractor Drawn; Slipform Paver; Scrapers Prime Movers; Straddle Buggies; Tie Back Machine; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Bobcat (over 3/4 cu. yd.); Boilers; Brick Forklift; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Asphalt Spreader; Combination - Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators - (Rheostat Manual Controlled); Hydraulic Power Units (Pile Driving, Extracting, or Drilling - with a seat); Lowboys; Pumps, Over 3" (1 to 3 not to exceed total of 300 ft.); Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches; Bobcat (up to and including 3/4 cu. yd.). Class 4. Elevator push button with automatic doors; Hoists, Inside; Oilers; Brick Forklift. Class 5. Assistant Craft Foreman Class 6. Mechanics; Welders. Class 7. Gradall OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Silo Tender; Asphalt Spreader; Autograder; ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Backhoe w/shear attachments; Combination Backhoe Front Endloader Machine, (1

18 Ogle County Prevailing Wage for May Page 5 of 7 5/7/2015 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower of all types; Creter Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Directional Boring Machine over 12"; Dredges; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Mounted; Hoists, One, Two and Three Drum; Hydraulic Backhoes; Hydro Vac, Self Propelled, Truck Mounted (excluding hose work and any sewer work); Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; GCI Crane; Hydraulic Telescoping Form (Tunnel); Tie Back Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader with attached pusher; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Conveyor Machine; Raised or Blind Hole Drills; Trenching Machine (over 12"); Truck Mounted Concrete Pump with Boom; Truck Mounted Concrete Conveyor; Work Boat (no license required - 90 h.p. or above); Underground Boring and/or Mining Machines; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw (large self-propelled - excluding walk-behinds and hand-held); Conveyor Muck Cars (Haglund or Similar Type); Drills, all; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro Blaster; All Locomotives, Dinky; Off-Road Hauling Units; Non-Self Loading Dump; Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Scoops - Tractor Drawn; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper; Scraper - Prime Mover in Tandem (Regardless of Size); Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper - Form - Motor Driven. Class 4. Air Compressor - Small and Large; Asphalt Spreader, Backend Man; Bobcat (Skid Steer) all; Brick Forklift; Combination - Small Equipment Operator; Directional Boring Machine up to 12"; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Hydro-Blaster; Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Tractaire; Trencher 12" and under; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. Oilers and Directional Boring Machine Locator. Class 6. Field Mechanics and Field Welders Class 7. Gradall and machines of like nature. SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and

19 Ogle County Prevailing Wage for May Page 6 of 7 5/7/2015 transits. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - SOUTH Class 1. Drivers on 2 axle trucks hauling less than 9 ton. Air compressor and welding machines and brooms, including those pulled by separate units, truck driver helpers, warehouse employees, mechanic helpers, greasers and tiremen, pickup trucks when hauling materials, tools, or workers to and from and on-the-job site, and fork lifts up to 6,000 lb. capacity. Class 2. Two or three axle trucks hauling more than 9 ton but hauling less than 16 ton. A-frame winch trucks, hydrolift trucks, vactor trucks or similar equipment when used for transportation purposes. Fork lifts over 6,000 lb. capacity, winch trucks, four axle combination units, and ticket writers. Class 3. Two, three or four axle trucks hauling 16 ton or more. Drivers on water pulls, articulated dump trucks, mechanics and working forepersons, and dispatchers. Five axle or more combination units. Class 4. Low Boy and Oil Distributors. Class 5. Drivers who require special protective clothing while employed on hazardous waste work. TRUCK DRIVER - OIL AND CHIP RESEALING ONLY. This shall encompass laborers, workers and mechanics who drive contractor or subcontractor owned, leased, or hired pickup, dump, service, or oil distributor trucks. The work includes transporting materials and equipment (including but not limited to, oils, aggregate supplies, parts, machinery and tools) to or from the job site; distributing oil or liquid asphalt and aggregate; stock piling material when in connection with the actual oil and chip contract. The Truck Driver (Oil & Chip Resealing) wage classification does not include supplier delivered materials. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST AND NORTH Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more;

20 Ogle County Prevailing Wage for May Page 7 of 7 5/7/2015 mechanic--truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver.