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Addendum No. 3 – Page 1 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx ADDENDUM NO. THREE HEADWORKS AND ODOR CONTROL IMPROVEMENTS CITY OF MISSOULA PROJECT 2009-012 WASTEWATER TREATMENT PLANT MISSOULA, MONTANA MMI Project No. 1657.005.01 Date: July 23, 2010 Bid Date: August 3, 2010 at 3:00 PM; Missoula, MT INFORMATION FOR ALL BIDDERS/PLANHOLDERS 1. The most current list of plan holders can be viewed online at www.m-m.net and following the “projects bidding” link in the lower left of the screen. 2. Note that the Bid Opening has been moved from Room from the Mayor’s Conference Room to the Missoula City Council Chambers in order to accommodate the anticipated number of attendees. NOTICE TO ALL BIDDERS/PLANHOLDERS The Contract Documents and Construction Drawings are hereby modified and/or superseded as follows in this Addendum No. 3, and in submitting his/her bid, each Bidder shall acknowledge receipt of all addenda according to the procedures outlined in the INSTRUCTIONS TO BIDDERS. TO THE PROJECT MANUAL SECTION 00100 – INVITATION TO BID 1. First Paragraph. Modify as follows: “Separate sealed bids for construction of the Missoula Wastewater Treatment Plant Headworks and Odor Control Improvements will be received by The City of Missoula at the Office of the City Clerk, Missoula City Hall, 435 Ryman St, Missoula, Montana 59802-4297, until 3:00 PM local time on August 3, 2010 , and then publicly opened and read aloud in the Mayor’s Conference Room Missoula City Council Chambers. Late bids will be returned unopened. Each Proposal shall be submitted in a sealed envelope. The envelope shall be clearly marked on the outside with the bidder’s name, address, contractor's registration number and the following language: ---PAGE BREAK--- Addendum No. 3 – Page 2 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx SECTION 00810 – SUPPLEMENTARY CONDITIONS 1. Paragraph SC 4.02 – SUBSURFACE AND PHYSICAL CONDITONS – TECHNICAL DATA. Add new subparagraph C. 3 as follows: Groundwater monitoring well data including depth to groundwater has been collected periodically by WWTP staff from two wells installed in 2009 as part of the Hybrid Poplar Demonstration Project. These wells are in close proximity to the New Headworks Building location.” WAGE RATE SCHEDULES 1. Delete Wage Rage Schedules in Project Manual in its entirety and replace with attached (updated) Wage Rate Schedules. PROJECT MANUAL VOLUME 1 APPENDIX D 1. Insert attached new Appendix D – GROUNDWATER MONITORING WELL DATA (4/30/2009 – 7/8/2010). SECTION 01040 – COORDINATION AND SITE CONDITIONS 1. Paragraph 1.06 – D. Modify subparagraph 1. C. 1) as follows: Bypass pumping will likely be required for duration of installation of new 48-inch PLE and construction of new effluent flow measurement weir structure. Bypass pumping may be performed out of existing UV basin wetwell immediately of UV channel and drawing water level down below existing weir wall. Or isolate existing UV basin wet well by installing temporary slide gate over existing 48-inch PLE in wet well. Effluent flow measurement shall be provided during bypass pumping operations. Coordinate bypass pumping with Owner. SECTION 01150 – MEASUREMENT AND PAYMENT 2. Paragraph 1.05 – A. Modify item numbering as follows: 104 – 173 104-138 174 139 175 140 176 141 177 142 SECTION 01560 – ENVIRONMENTAL QUALITY CONTROL 1. Paragraph 3.03 – D: Modify subparagraph 3 as follows: The Contractor is also advised that a dewatering permit is required from the Montana Department of Environmental Quality (MDEQ) for construction dewatering operations, if necessary for construction activities. The Contractor shall be responsible for obtaining such a permit and complying with all applicable conditions of the permit. The permit can be obtained by submitting the proper ---PAGE BREAK--- Addendum No. 3 – Page 3 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx application to the MDEQ, Water Protection Bureau. Application information is provided in Appendix C of this Section. A copy of The permit application form (Montana Pollution Discharge Elimination System Application for Permit to Discharge-Short Form C 2E) is included herein may be found online at http://deq.mt.gov/wqinfo/MPDES/ConstructionDewatering.mcpx. A copy of the completed application and the issued permit shall be submitted to the Owner before dewatering operations are started. 2. Appendix C: Insert attached new Appendix C. SECTION 11076 – SUBMERSIBLE NON-CLOG CENTRIFUGAL – GENERAL 1. Paragraph 2.03 – B. Modify third sentence as follows: “The entire weight of each pump shall be guided by no less than one or two guide rails and the guide rails shall not support any portion of the weight of the pump.” SECTION 11076A – DETAIL PUMP SPECIFICATION – PLANT INFLUENT PUMPS 1. Paragraph 3.01 – A. Modify subparagraphs 1 and 2 as follows: KSB, Model KRTK350 ABS, Model AFP4001 2. ABS, Model AFP4001 KSB, Model KRTK350” SECTION 11320A – DETAIL PUMP SPECIFICATION – UTILITY WATER PUMPS 1. Paragraph 5.01 – A. Delete “Rated Capacity: 30 gpm at 201 feet total head” and add “Rated Capacity: 40 gpm at 208 feet total head” 2. Paragraph 5.02 – A. Delete “Rated Capacity: 90 gpm at 201 feet total head” and add “Rated Capacity: 85 gpm at 208 feet total head” 3. Paragraph 7.01 – D. Delete “Open drip Proof (ODP) motors shall have drip covers. and add “motors shall be rated for Class 1 Division 2 locations.” SECTION 11374 – ROTARY LOBE POSITIVE DISPLACEMENT BLOWERS 1. Paragraph 2.04 – B. Modify subparagraph 5 as follows: Minimum Inlet Temperature/Relative Humidity: -40 degrees F -20 degrees 2. Paragraph 2.04 – B. Modify subparagraph 6 as follows: Discharge Pressure: 23.1 psig 23.1 psia.” SECTION 14551 – SCREW CONVEYOR 3. Paragraph 2.03 – A. Modify subparagraph 1 as follows: Capacity: 9 tons/hour 140 cubic feet/hour.” 4. Paragraph 2.03 – A. Modify subparagraph 5 as follows: ---PAGE BREAK--- Addendum No. 3 – Page 4 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx Min Flight O.D.: 8-5/16 12 inches.” SECTION 15000 - PIPING SCHEDULE 1. On the Piping Schedule Table. Add the following pipe size to the Utility Water piping service: PIPING SERVICE LEGEND PIPE SIZE (inches) INSTALLATION SPECIFICATION SECTION TEST PRESSURE AND TYPE (PSIG - X)(b) NOTES/ REMARKS Utility Water UW 6” BURIED 15001Q WPR of DR B.M SECTION 15001Q – DPS: HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS 1. Paragraph 2.023 – B. Add the following: “6-inch UW O.D. = match existing DR = match existing” SECTION 16130 – RACEWAYS AND BOXES 1. Paragraph 2.12. Add the following new paragraph. “2.12 CONDUIT SEALS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Appleton Electric 2. Cooper Crouse-Hinds 3. Hubbell Killark B. Description: Sealing fittings for use between a classified and non- classified location. 1. Explosionproof and dust-ignitionproof, raintight construction. 2. Smooth, rounded integral bushing to protect conductor insulation. 3. Tapped and tapered threads for tight, rigid joints and ground continuity. 4 Removable nipple in male sealing fitting that can be used interchangeably in top or bottom hub. 5. Fiber filler to prevent sealing compound from leaking while being poured in its liquid state. 6. Sealing cement which hardens to contain and restrict the passage of gasses and explosions in classified areas.” 2. Paragraph 3.01 – B. Add the following: “10. Embedded in slabs: RNC, Type EPC-40-PVC or rigid steel conduit.” 3. Paragraph 3.02 – H.3. Delete subparagraph 3 in its entirety and replace with the following: ---PAGE BREAK--- Addendum No. 3 – Page 5 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx Change from RNC, Type EPC-40-PVC to rigid steel conduit before rising above floor in a classified area. In unclassified areas remain with RNC, Type EPC-40-PVC or transition to rigid steel conduit or IMC before rising above floor.” DRAWINGS SHEET 1-C-2 1. Demolition Notes, Note 1: Delete note in its entirety and replace with the following: EXISTING 48” PLE NOTED FOR REMOVAL AND SALVAGE MAY BE REUSED AS PART OF THE YARD PIPING SHOWN IN DRAWING 1-C-3. THE EXISTING 48” PLE IS HDPE PIPE INSTALLED IN 2002. THE ENGINEER AND OWNER SHALL INSPECT SALVAGED PIPE AND DETERMINE IF IT IS ACCEPTABLE FOR RE-USE AS DESCRIBED IN SECTION 15001Q. IF SALVAGED 48” PLE IS DAMAGED DURING REMOVAL AND DEEMED UNACCEPTABLE FOR RE-USE, CONTRACTOR SHALL DISPOSE OF PIPE AND INSTALL NEW 48” PLE AT NO ADDITIONAL COST TO OWNER. ANY SALVAGED PIPE NOT RE-USED SHALL BE DISPOSED OF BY THE CONTRACTOR.” 2. Demolition Notes, Note 5: Add new Note 5 as follows: THE TWO EXISTING 8” SS LINES DESIGNATED FOR DEMOLITION ARE ACTIVE. THE 8” SS LINE HEADING EAST FROM BETWEEN THE UV BASINS AND THE SECONDARY CLARIFIERS IS USED ON A DAILY BASIS PRIMARILY WHEN THE CENTRIFUGES ARE RUNNING (~200 GPM) WITH SOME DOMESTIC AND WASH DOWN FLOWS (~100 GPM). THE 8” SS LINE HEADING SOUTHEAST FROM BETWEEN THE PRIMARY EFFLUENT LIFT STATION AND THE PRIMARY CLARIFIERS HAS A PEAK FLOW OF APPROXIMATELY 270 GPM WHICH VARIES OVER A 24-HOUR PERIOD. SHEET 1-C-3 1. On right side of drawing, delete existing label: “PLUG & ABANDON EXIST. 48” PLE” and add “CAP & ABANDON EXIST. 48” PLE (HDPE)” SHEET 1-C-6 1. Replace drawing 1-C-6 with the attached revised drawing 1-C-6. SHEET 1-C-7 1. Replace drawing 1-C-7 with the attached revised drawing 1-C-7. SHEET 2-E-1 1. Replace drawing 2-E-1 with the attached revised drawing 2-E-1. ---PAGE BREAK--- Addendum No. 3 – Page 6 of 6 R:\1657\005.01 WWTP Headworks\Bidding Docs\Addenda\Addendum 3\Addendum No. 3.docx Issued By: Morrison-Maierle, Inc. July 23, 2010 Nancy Granger Cormier, P.E. Date Attachments: 1) Wage Rates 2) Project Manual Appendix D – GROUNDWATER MONITORING WELL DATA (4/30/2009 – 7/8/2010). 3) Section 01560 – Appendix C 4) Sheet 1-C-6 5) Sheet 1-C-7 6) Sheet 2-E-1 ACKNOWLEDGEMENT OF ADDENDUM NO. THREE The Bidder shall acknowledge receipt of Addendum No. 3 in the BID FORM and shall submit this Addendum No. 3 with the Project Manual of the Contract Documents or the Bid Proposal Packet from the digital documents at the Bid Opening. Received by: (Name) (Title) (Date) END OF ADDENDUM NO. 3 ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Building%20Wage%20071610.txt GENERAL DECISION: MT20100033 07/16/2010 MT33 Date: July 16, 2010 General Decision Number: MT20100033 07/16/2010 Superseded General Decision Number: MT20080033 State: Montana Construction Type: Building County: Missoula County in Montana. BUILDING CONSTRUCTION PROJECTS (Does not include residential construction consisting of single family homes and apartments up to and including 4 stories) Modification Number Publication Date 0 03/12/2010 1 07/16/2010 * BOIL0011-001 04/01/2010 Rates Fringes 30.16 21.75 BRMT0001-002 10/07/2009 Rates Fringes 26.06 10.23 * ELEC0768-004 06/01/2009 Rates Fringes ELECTRICIAN (Including Low Voltage Wiring of Alarms, HVAC, Sound Systems, Communications, and file:///RI/1657/005.01%20WWTP%20Headworks/Bidding...da/Addendum%203/DB%20Building%20Wage%20071610.txt (1 of 5)7/23/2010 9:05:42 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Building%20Wage%20071610.txt Telephones; excluding Category 5 Cabling, TV distribution, and Card Access)...$ 27.02 10.37 IRON0014-006 07/01/2009 Rates Fringes IRONWORKER, STRUCTURAL...........$ 25.34 16.58 PLUM0459-004 05/01/2009 Rates Fringes PLUMBER/PIPEFITTER (Including HVAC Piping, and Set 28.26 11.15 SHEE0103-004 06/01/2009 Rates Fringes Sheet metal worker (HVAC Duct Work 26.24 11.24 SUMT1999-005 02/23/1999 Rates Fringes CARPENTER (Form Work 14.04 3.70 CARPENTER (Including Installation of Drywall; excluding Batt Insulation, Cabinets, and Form 13.57 3.70 CEMENT MASON/CONCRETE FINISHER (Form Work 13.60 .58 Laborer, 11.79 3.50 Power Equipment Operator 13.00 17.25 4.13 file:///RI/1657/005.01%20WWTP%20Headworks/Bidding...da/Addendum%203/DB%20Building%20Wage%20071610.txt (2 of 5)7/23/2010 9:05:42 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Building%20Wage%20071610.txt 14.00 ROOFER, Including Built Up, Composition and Single Ply 12.00 TRUCK DRIVER 10 cu yd Tandem 12.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted file:///RI/1657/005.01%20WWTP%20Headworks/Bidding...da/Addendum%203/DB%20Building%20Wage%20071610.txt (3 of 5)7/23/2010 9:05:42 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Building%20Wage%20071610.txt because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in and should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 If the answer to the question in is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 All decisions by the Administrative Review Board are final. file:///RI/1657/005.01%20WWTP%20Headworks/Bidding...da/Addendum%203/DB%20Building%20Wage%20071610.txt (4 of 5)7/23/2010 9:05:42 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Building%20Wage%20071610.txt END OF GENERAL DECISION file:///RI/1657/005.01%20WWTP%20Headworks/Bidding...da/Addendum%203/DB%20Building%20Wage%20071610.txt (5 of 5)7/23/2010 9:05:42 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt GENERAL DECISION: MT20100001 07/16/2010 MT1 Date: July 16, 2010 General Decision Number: MT20100001 07/16/2010 Superseded General Decision Number: MT20080001 State: Montana Construction Type: Heavy Counties: Montana Statewide. HEAVY CONSTRUCTION PROJECTS ZONE DEFINITIONS CARPENTERS, *CEMENT MASONS, LABORERS, AND TRUCK DRIVERS The zone hourly rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Court House of the folowing listed towns to the center of the job: BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HAVRE, HELENA, KALISPELL, LEWISTOWN, MILES CITY, MISSOULA Zone 1: 0 to 30 miles - Base Pay Zone 2: 30 to 60 miles - Base Pay + $2.95 Zone 3: Over 60 miles - Base Pay + $4.70 *CEMENT MASONS ZONES: The above cities plus DILLON, GLASGOW, GLENDIVE, SIDNEY Modification Number Publication Date 0 03/12/2010 1 04/09/2010 2 05/21/2010 3 06/04/2010 4 06/11/2010 file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (1 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt 5 07/16/2010 CARP0028-002 05/01/2009 Rates Fringes Carpenters: (Zone 1) Carpenter & Pilebuck........$ 23.25 8.90 27.25 8.90 CARP0028-004 06/01/2006 Rates Fringes Diver 27.27 7.80 56.54 7.80 DEPTH PAY (Surface Diving) 050 to 100 feet $2.00 per foot 101 to 150 feet $3.00 per foot 151 to 220 feet $4.00 per foot 221 ft & deeper $5.00 ELEC0044-001 06/01/2010 Rates Fringes Line Construction 37.73 4.75%+10.61 Equipment Operator......$ 25.13 10.95 Experienced Groundman...$ 20.27 10.33 ELEC0233-001 08/01/2009 Blaine, Broadwater, Cascade, Chouteau, Fergus, Glacier, Hill, Judith Basin, Lewis & Clark, Liberty, Meagher, Petroleum, Phillips, Pondera, Teton, Valley, and Wheatland Counties Rates Fringes 27.96 4.75%+9.36 ELEC0233-002 08/01/2009 file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (2 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt BEAVERHEAD, DEER LODGE,GRANITE, JEFFERSON, MADISON, POWELL, AND SILVER BOW COUNTIES Rates Fringes 26.10 4.75%+10.80 ELEC0532-001 06/01/2009 GALLATIN, PARK, AND SWEET GRASS COUNTIES Rates Fringes 26.61 4.725%+9.00 ELEC0532-003 06/01/2009 BIG HORN, CARBON, CARTER, CUSTER, DANIELS, DAWSON, FALLON, GARFIELD, GOLDEN VALLEY, McCONE, MUSSELSHELL, POWDER RIVER, PRAIRIE, RICHLAND, ROOSEVELT, ROSEBUD, SHERIDAN, STILLWATER, TREASURE, WIBAUX AND YELLOWSTONE COUNTIES Rates Fringes 29.55 4.25%+9.50 * ELEC0768-001 06/01/2009 FLATHEAD, LAKE, LINCOLN, MINERAL, MISSOULA, RAVALLI, AND SANDERS COUNTIES Rates Fringes 27.02 10.37 ENGI0400-001 05/01/2009 Rates Fringes Power Equipment Operator (Zone 1) Group 23.47 9.50 file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (3 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt Group 23.94 9.50 Group 24.34 9.50 Group 25.00 9.50 Group 25.50 9.50 Group 26.60 9.50 Group 27.10 9.50 ZONE DEFINITIONS FOR POWER EQUPMENT OPERATORS: The zone hourly rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Court House of the folowing listed towns to the center of the job: BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HELENA, KALISPELL, MISSOULA Zone 1: 0 to 30 miles - Base Pay Zone 2: 30 to 60 miles - Base Pay + $3.50 Zone 3: Over 60 miles - Base Pay + $5.50 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Air Compressor; Auto Fine Grader; Belt Finishing Machine; Boring Machine, small; Cement Silo; Crane, A-Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-end Loader under 1 cu yd; Heavy Duty Drills; Herman Nelson Heater; Mulching Machine; Oiler, all except Cranes. & Shovels; Pumpman. GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to and including 3 cu yd; Bit Grinder; Bituminous Paving Travel Plant; Boring Machine, large; Broom, self-propelled; Concrete Travel Batcher; Concrete Float & Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber- Tired, Push & Side Boom; Elevating Grader/Gradall; Field Equipment Serviceman; Front-end Loader 1 cu yd to including 5 cu yd; Grade Setter; Heavy Duty Drills, all types; Hoist/Tugger, all; Hydralift & similar; Industrial Locomotive; Motor Patrol, except Finish; Mountain Skidder; Oiler - Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, self-propelled; Pugmill; Pumpcrete/Grout Machine; Punch file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (4 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt Truck; Roller, other than Asphalt; Roller, Sheepsfoot, self- propelled; Roller, 25 tons and over; Ross Carrier; Rotomill under 6 ft; Trenching Machine; Washing/Screening Plant. GROUP 3: Asphalt Paving Machine; Asphalt Screed; Backhoe/Excavator/Shovel over 3 cu yd; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine/Slip Form Paver; Finish Dozer; Front-end Loader over 5 cu yd; Mechanic/Welder; Pioneer Dozer; Roller, Asphalt (Breakdown & Finish); Rotomill, over 6 ft; Scraper, single, twin, or pulling Belly Dump; Yo-Yo Cat. GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. GROUP 5: Cranes, 45 tons to including 74 tons; GROUP 6: Cranes, 75 tons to including 149 tons; Crane, Whirley (all). GROUP 7: Cranes, 150 tons to including 250 tons (add $1.00 for every 100 tons over 250 tons); Crane, Stiff-Leg or Derrick; Helicopter Hoist; Crane, Tower (all). IRON0014-002 07/01/2009 FLATHEAD, GLACIER, LAKE, LINCOLN, MINERAL, MISSOULA, AND SANDERS COUNTIES Rates Fringes 25.34 16.58 IRON0732-009 06/01/2010 REMAINING COUNTIES Rates Fringes 26.00 14.70 file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (5 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt LABO1686-001 05/01/2008 Rates Fringes LABORER (Zone 1) Group 17.14 6.72 Group 20.10 6.72 Group 20.24 6.72 Group 21.00 6.72 LABORER CLASSIFICATIONS GROUP 1: Flagperson GROUP 2: All General Labor work; Burning Bar; Bucket man; Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler (dry); Chuck Tender; Choker Setter; Concrete worker; Curb Machine-Lay Down; Crusher and Batch worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for concrete and other materials; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver; Signalman; Tail Hoseman; Tool Checker and Houseman; Traffic Control worker. GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer (Pavement Breaker); Laser Equipment; Non-Riding Rollers; Pipelayer; Posthole Digger (Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power. GROUP 4: Asphalt Raker; Cutting Torch; Grade Setter; High- Scaler; Power Saws (Faller & Concrete); Powderman ($1.00 per hour above Group 4 rate); Rock & Core Drill; Track or Truck mounted Wagon Drill; Welder including Air Arc PAIN0260-001 07/01/2002 BLAINE, BROADWATER, CASCADE, CHOUTEAU, DANIELS, FERGUS, GARFIELD, GLACIER, GRANITE (South of a line running East & West through the Southern city limits of Phillipsburg), HILL, file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (6 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt JEFFERSON, JUDITH BASIN, LEWIS AND CLARK, LIBERTY, McCONE, MEAGHER, PETROLEUM, PHILLIPS, PONDERA, POWELL (South of a line running East & West through the Southern City limits of Helmsville), RICHLAND, ROOSEVELT, SHERIDAN, TETON, TOOLE, VALLEY, AND WHEATLAND COUNTIES Rates Fringes 13.85 1%+3.45 PAIN0260-002 07/01/2002 FLATHEAD, GRANITE (North of a line running East & West through the Southern city limits of Phillipsburg), LAKE, LINCOLN, MINERAL, MISSOULA, POWELL (North of a line running East & West through the Southern city limits of Helmsville), RAVALLI, AND SANDERS COUNTIES Rates Fringes 16.85 1%+3.45 PAIN1922-001 06/01/2009 BEAVERHEAD, BIG HORN, CARBON, CARTER, CUSTER, DAWSON, DEER LODGE, FALLON, GALLATIN, GOLDEN VALLEY, JEFFERSON, MADISON, MUSSELSHELL, PARK, POWDER RIVER, PRAIRIE, ROSEBUD, SILVER BOW, STILLWATER, SWEET GRASS, TREASURE, WIBAUX, AND YELLOWSTONE COUNTIES Rates Fringes PAINTER (Industrial, includes industrial plants, tanks, pipes, 21.00 0.00 PLAS0119-001 05/01/2008 STATEWIDE (except Deer Lodge, Jefferson, Powell, and Silver Bow Counties) Rates Fringes file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (7 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt Cement Masons: (Zone 1) Area 18.83 6.96 Area 20.24 6.86 AREA 1: STATEWIDE (except Deer Lodge, Jefferson, Powell, and Silver Bow Counties) AREA 2: DEER LODGE, JEFFERSON, POWELL, AND SILVER BOW COUNTIES PLUM0030-003 09/01/2009 BIGHORN, BLAINE, CARBON, CARTER, CASCADE, CHOUTEAU, CUSTER, DANIELS, DAWSON, FALLON, FERGUS, GARFIELD, GOLDEN VALLEY, HILL, JUDITH BASIN, LIBERTY, McCONE, MEAGHER, MUSSELSHELL, PETROLEUM, PHILLIPS, PONDERA, POWDER RIVER, PRAIRIE. RICHLAND, ROOSEVELT, ROSEBUD, SHERIDAN, STILLWATER, TETON, TOOLE, TREASURE, VALLEY, WHEATLAND, WIBAUX AND YELLOWSTONE COUNTIES Rates Fringes PLUMBER 28.25 13.40 Industrial - Power Generating 30.60 13.40 * PLUM0041-001 01/01/2010 BEAVERHEAD, BROADWATER, DEER LODGE, GALLATIN, GRANITE, JEFFERSON, LEWIS AND CLARK, MADISON, PARK, POWELL, SILVER BOW, AND SWEET GRASS COUNTIES Rates Fringes 27.80 11.55 PLUM0459-001 05/01/2010 FLATHEAD, GLACIER, LAKE, LINCOLN, MINERAL, MISSOULA, RAVALLI, AND SANDERS Rates Fringes file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (8 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt 27.51 12.08 TEAM0002-001 05/01/2008 Rates Fringes Truck drivers: (Zone 1) Group 14.14 5.92 Group 18.84 5.92 TRUCK DRIVERS CLASSIFICATIONS: GROUP 1: Pilot Car GROUP 2: All Combination Trucks and Concrete Mixers; Distributor Driver; All Dry Batch Trucks; Dumpman, Gravel Spreader Box Operator; All Dump Trucks and similar equipment including DW 20, DW 21, or Euclid Tractor; Dumpsters; Flat Trucks; Servicemen; Lowboys, Four-Wheel Trailers; Float Semi-Trailer; Lumber Carriers, Lift Trucks & Fork Lifts; Pick-up Driver hauling material; Powder Truck (Bulk Unloader type); Power Boom; Service Truck Dirvers, Fuel Truck Drivers, Tiremen; All Water Tank Drivers; Petroleum Products Drivers; Trucks with Power Equipment such as Winch, A-Frame Truck, Crane, Hydralift, Gout-Crete Truck, and Combination Mulching, Seeding & Fertilizing Truck; Truck Mechanic WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations file:///RI/1657/005.01%20WWTP%20Headworks/Biddin...enda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (9 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in and should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 If the answer to the question in is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 file:///RI/1657/005.01%20WWTP%20Headworks/Biddi...nda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (10 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- file:///RI/1657/005.01%20WWTP%20Headworks/Bidding%20Docs/Addenda/Addendum%203/DB%20Heavy%20Wage%20071610.txt The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 All decisions by the Administrative Review Board are final. END OF GENERAL DECISION file:///RI/1657/005.01%20WWTP%20Headworks/Biddi...nda/Addendum%203/DB%20Heavy%20Wage%20071610.txt (11 of 11)7/23/2010 9:05:43 AM ---PAGE BREAK--- APPENDIX D MISSOULA WWTP GROUNDWATER MONITORING WELL DATA (4/30/2009 – 7/8/2010) AND LOCATION MAP ---PAGE BREAK--- DN_WELL Approximate location of groundwater monitoring well UP_WELL Approximate Area of New Headworks Building ---PAGE BREAK--- Missoula Depth to Date 30‐Apr‐0 28‐May‐ 24‐Jun‐0 08‐Jul‐09 07‐Aug‐0 16‐Sep‐0 25‐Mar‐ 19‐May‐ 03‐Jun‐1 24‐Jun‐1 08‐Jul‐10 a WWTP Gr o ground wa UP_W (Depth 09 09 09 9 09 09 10 10 10 10 0 roundwater ater surface Well_StaticLev h from surface in feet) 21.16 12.98 15.18 16.86 18.94 20.95 26.59 22.84 20.34 16.81 17.87 Monitoring e (feet) el n DWN_W (Depth fro g Well Data Well_StaticLev om surface in fee 21.06 13.25 15.35 16.98 18.96 20.92 26.52 22.76 20.32 16.85 17.90 (4/30/2009 – vel et) – 7/8/2010) ---PAGE BREAK--- APPENDIX C SECTION 01560 - ENVIRONMENTAL QUALITY CONTROL MONTANA CONSTRUCTION DEWATERING PERMIT APPLICATION INFORMATION ---PAGE BREAK--- Construction Dewatering General Permit Application Information July 2010 Owners and operators of construction projects that discharge sediment-laden water from construction dewatering projects to state surface water must apply to the Montana Department of Environmental Quality (MDEQ) for authorization of coverage under the Montana Pollution Discharge Elimination System (MPDES) Construction Dewatering General Permit (CDGP). The CDGP is for coverage of the discharge of construction dewatering effluent that contains sediment, only. The presence of other pollutants in the effluent would require the applicant to obtain coverage for discharge under an individual MPDES permit. The CDGP authorizes the discharge of sediment-laden water from cofferdams, trenches, excavation pits or other excavations associated with construction where sediment-laden groundwater or surface water inflow must be discharged to state surface water. The CDGP also applies to sediment-laden water from well pump tests, well development, drill hole or pylon development when the discharged water may contain visible suspended and bed load sediment that must be settled out before discharge. Discharge of pollutants to state water without a permit is a violation of the Montana Water Quality Act in 75-5-605, Montana Code Annotated (MCA). State waters are defined by Administrative Rules of Montana (ARM) 17.30.1304(59) as “any body of water, irrigation system, or drainage system, either surface or underground…” This includes streams, creeks, rivers, lakes, ponds, sloughs, irrigation ditches and irrigation systems that return to state water, as well as intermittent and ephemeral drainages. If sediment-laden water is land-applied and will not reach state water, then a discharge permit is not required (e.g. sediment-laden water will infiltrate into the ground or be used for irrigation through a sprinkler system). Furthermore, if dewatering is accomplished through the use of cased wells, and the effluent is clean water, the discharge does not require authorization under the CDGP, as provided in 75-5-401(1)(b), MCA: “…Discharge to surface water of ground water that is not altered from its ambient quality does not constitute a discharge requiring a permit under this part if: the discharge does not contain industrial waste, sewage, or other wastes; (ii) the water discharged does not cause the receiving waters to exceed applicable standards for any parameters; and (iii) to the extent that the receiving waters in their ambient state exceed standards for any parameters, the discharge does not increase the concentration of the parameters.” CDGP authorization is also not required if “dewatering” is accomplished solely by piping or otherwise re-routing stream flow around the construction area, as per 75-5-401(1)(b), MCA: “…not require a permit for a water conveyance structure or for a natural spring if the water discharged to state waters does not contain industrial waste, sewage, or other wastes.” It is important to note that the above exemptions from the CDGP do not preclude the requirement to obtain other applicable local, state, or federal permits (such as 310 and 318 permits). ---PAGE BREAK--- Construction Dewatering General Permit Application Information July 2010 Page 2 of 2 When authorization under the CDGP is required, the permittee typically must use some form of sediment settling/filtration system such as settling basins, low flow velocity settling methods or filtration (silt fencing or straw bales) in order to meet in-stream water quality limits for turbidity. Flocculent/coagulant also may be used in conformance with manufacturer’s specifications. No construction dewatering discharge can be authorized under the CDGP for A-Closed and A-1 classification waters. For other waterbodies, turbidity limits developed for each authorization are based on the turbidity standard for the receiving water and the ratio of the flow of the discharge to the low flow of the receiving water. Turbidity Standards: For B-1 (most of the mountainous region of western Montana) and C-1 classification streams the ‘maximum allowable increase above naturally occurring turbidity is 5 nephelometric turbidity units’ (NTU). For most other streams in Montana (B-2, B-3, C-2 and C-3 classifications) the ‘maximum allowable increase above naturally occurring turbidity is 10 nephelometric turbidity units’. I-classification and ephemeral streams are assigned a turbidity standard of 100 NTU above background. Ratio of Flow MDEQ develops specific effluent turbidity limits (NTU) for each authorization request, using the proportion of the flow (maximum discharge) to the receiving water low flow at the time of discharge and the appropriate turbidity standard. The CDGP Part II.A.1 contains Equation A, which is used to calculate the effluent limits. The CDGP requires monitoring the wastewater discharge. Samples of the effluent at the point of discharge (e.g. pipe or pond outlet) must be analyzed for turbidity using a 40 CFR 136-accepted method. Discharge flow and oil and grease must also be monitored. All of the results must be reported to the MDEQ on Discharge Monitoring Reports (DMRs). You can find the CDGP application (Form 2E) and General Permit on the web page at http://www.deq.mt.gov/wqinfo/MPDES/ConstructionDewatering.mcpx. A completed Form 2E must be submitted to the MDEQ at least 30 days before the project begins. A $900 fee per outfall (application fee plus first annual fee), payable to the Department of Environmental Quality, is also required at the time of application. As previously mentioned, permittees should note that compliance with the CDGP authorization requirements does not preclude compliance with other local, state, or federal permitting requirements. For instance, construction dewatering discharges into permitted Municipal Separate Storm Sewer Systems (MS4s) require dischargers to check with respective local MS4 officials for any local requirements. If you have any questions about the CDGP, please contact the MDEQ - Water Protection Bureau at [PHONE REDACTED]. ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---