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C2018-14 Bid TabsC2018-14 Landfill Phase 5 Construction (#5581388) Owner: City of Janesville, WI Solicitor: City of Janesville, WI 03/21/2018 02:01 PM CDT Section Title PRECONSTRUCTION AND SITE PREPARATION SUBBASE AND GRADIENT CONTROL COMPOSITE LINER LEACHATE COLLECTION/CONVEYANCE SYSTEM GENERAL SITE IMPROVEMENTS AND STORMWATER DRAINAGE Base Bid Total: Line Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Item Code 1R 2R 3R 4R 5R 6R 7R 8R 9R 10R 11R 12R 13R 14R 15R 16R 17R 18R 19R 20R 21R 22R 23R 24R 25R 26R 27R 28R 29R 30R 31R Item Description Provide Information for Preconstruction Report, Attend Preconstruction Meeting Mobilization/Demobilization, Surveying, Site Access, Protection of Existing Structures, Unload/Protect Geosynthetics Excavate, Place, Compact Subbase Material From Within Cell and Perimeter Berm Areas (Cut to Fill), Complete In-Place Provide Material; Place, Compact General Fill for Cell and Perimeter Berm Areas, Complete In-Place Provide Material, Haul, and Place 12" Thick Gradient Control Layer, Complete In-Place 6" Dia. Perforated Gradient Contol Collection Pipe/Trench With Type B Geotextile and 1" Washed Stone, Complete In-Place 6" Dia. Solid Gradient Control Clean-out Pipe Trench, Fittings, Complete In-Place Geotextile Type B Material and Installation Above Gradient Control Layer, Complete In-Place Excavate, Haul from Stockpile, Place, Compact 4-ft Thick Clay Liner, Complete In-Place 60-mil HDPE Geomembrane Smooth Material and Installation, Complete In-Place 60-mil HDPE Geomembrane Textured Material and Installation, Complete In-Place Excavate 60-mil & 12-mil Anchor Trench and Compact Clay Backfill and 2' Clay Cover, Complete In-Place Geotextile Type A Material and Installation for Geomembrane Cushion, Complete In-Place 12-mil HDPE Scrim and Installation for UV Protection and Stormwater Management with Ballast 6" Dia. Perforated Leachate Collection Pipe, Complete In-Place 6" Dia. Solid Leachate Cleanout Pipe, Complete In-Place Leachate Manhole LMH-5 and Access Doors, Complete In-Place Provide Material, Haul, and Place Drainage Layer, Complete In-Place 18" Dia. Sideslope Riser Pipe, Flatstock, Complete In-Place 4" Dia. Leachate Headwell Pipes and Two Water Level Loggers, Complete In-Place Leachate Pump System, Discharge Piping, Forcemain, Fittings, Controls, Transducers, Flow Meter, Electrical Panels, Complete In-Place Electrical Conduit/Trenching, One 2-in. and One 1-in. Conduit from Stub to LMH-5 Electrical Wiring 8 Gauge Power Cable, 10 Gauge Flow Meter, 18 Gauge Signal Wire, Junction Box to LMH-5 Excavate, Haul from Stockpile, Place 6" Thick Topsoil Layer on Required Areas, Seed, Fertilize, Complete In-Place Temporary Seeding, Complete In-Place Silt Fence, Installation and Maintenance, Complete In-Place Erosion Mat, Complete In-Place Temporary Access Ramp Road General Fill, Complete In-Place 30' All-Weather Access Road on Temporary Access Ramp Road, Complete In-Place 12" Dia. CPP Storm Water Culvert/Trench, Complete In-Place Excavate North Drainage Ditch, Place All-Weather Access Road, Install Compacted Berm, Clear Vegetation, Install Screening Berm, Excavate and Install Slope Drain UofM L.S. L.S. C.Y. C.Y. CY L.F. L.F. S.F. C.Y. S.F. S.F. L.F. S.F. S.F. L.F. L.F. EACH C.Y. L.S. L.F. L.S. L.F. L.F. S.Y. AC. L.F. S.Y. C.Y. L.F. L.F. L.S. Quantity 1 1 8510 16305 3920 1000 382 111040 30860 98360 94970 1813 188410 35540 1085 300 1 6375 1 1034 1 75 705 5400 1 500 4390 3220 445 120 1 Engineer Estimate Unit Price 5000 60000 3.25 7.5 20 25.5 32.5 0.2 6 0.55 0.75 7 0.25 0.9 18 20 30750 24 20000 15 35000 24.75 10 3 1500 2.5 5 7.5 30 38 37500 Extension 65000 5000 60000 288468 27657.5 122287.5 78400 25500 12415 22208 402265 185160 54098 71227.5 12691 47102.5 31986 288696.25 19530 6000 30750 153000 20000 15510 35000 1856.25 7050 120460 16200 1500 1250 21950 24150 13350 4560 37500 1164889.25 River View Construction Inc. Unit Price 1500 42375.85 4.15 15.45 19.5 23.2 28.95 0.17 4.6 0.71 0.79 14 0.26 0.53 23.1 25.55 20500 26 19700 23.75 33100 34 12.7 1.1 800 2 2 15 37.5 13.85 36050 Extension 43875.85 1500 42375.85 416804.45 35316.5 251912.25 76440 23200 11058.9 18876.8 380022.7 141956 69835.6 75026.3 25382 48986.6 18836.2 307839.5 25063.5 7665 20500 165750 19700 24557.5 33100 2550 8953.5 119219.5 5940 800 1000 8780 48300 16687.5 1662 36050 1267762 Frank Silha & Sons Excavating, Inc Unit Price 55000 88600 2.95 20.5 10 29.9 40 0.2 3 0.6 0.7 7 0.25 0.5 27 25.8 52000 10 29100 18 18000 33 12 2 250 2 4 20.5 30 30 40000 Extension 143600 55000 88600 465945 25104.5 334252.5 39200 29900 15280 22208 295638.5 92580 59016 66479 12691 47102.5 17770 229432 29295 7740 52000 63750 29100 18612 18000 2475 8460 152570 10800 250 1000 17560 66010 13350 3600 40000 1287185.5 Meise Construction Inc Unit Price 5000 65000 3.4 13 20.47 29.53 45 0.29 4.68 0.61 0.75 10 0.31 0.52 34 34.34 55000 20.9 23000 18 32000 32 7 1.37 250 2 4 14 32 36 88000 Extension 70000 5000 65000 400063 28934 211965 80242.4 29530 17190 32201.6 370669.8 144424.8 59999.6 71227.5 18130 58407.1 18480.8 316376.5 36890 10302 55000 133237.5 23000 18612 32000 2400 4935 177848 7398 250 1000 17560 45080 14240 4320 88000 1334957.3