Conceptual Routing Report FINAL.pdf - City of Kelowna

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South Gordon Sanitary Trunk Pre-Design CONCEPTUAL ROUTING REPORT - ROUTING OPTION #1 Class 'C' Construction Cost Estimate ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY AMOUNT Section 02725 - Manholes and Catchbasins 2725.1 Manhole base, lid and casting 1500mm ø each $ 4,500.00 37 $ 166,500 2725.2 Manhole riser section 1500mm ø v.m $ 1,100.00 120 $ 132,000 Section 02731 - Sanitary Sewer 2731.1 Pipe - 0.0m to 3.0m Depth 900mm ø - DR 35 lin.m $ 670.00 815 $ 546,100 2731.2 Pipe - 3.0m to 3.5m Depth 900mm ø - DR 35 lin.m $ 750.00 385 $ 288,800 2731.3 Pipe - 3.5m to 4.0m Depth 900mm ø - DR 35 lin.m $ 880.00 435 $ 382,800 2731.4 Pipe - 4.0m to 4.5m Depth 900mm ø - DR 35 lin.m $ 900.00 275 $ 247,500 2731.5 Pipe - 4.5m to 5.0m Depth 900mm ø - DR 35 lin.m $ 920.00 690 $ 634,800 2731.6 Tie in to existing lateral sewer main each $ 1,000.00 4 $ 4,000 2731.7 Re-connect existing sewer service each $ 1,500.00 50 $ 75,000 Section 03300 - Precast and Cast-in-Place Concrete 3300.1 Adjustment to Mission Creek Siphon Inlet/Outlet Manholes each $ 12,000.00 2 $ 24,000 SUBTOTAL $ 5,335,600 ENGINEERING & CONTINGENCY ALLOWANCE (40%) $ 2,134,300 SUBTOTAL $ 7,469,900 GST (5%) $ 373,500 TOTAL $ 7,844,000 U:\Projects_KEL\0467\0384\01\D-Drafting-Design-Analysis\D3-Models-Spreadsheets\Spreadsheets\2009-10-09 South Gordon Conceptual Routing Report Schedule of Quantities.xls
South Gordon Sanitary Trunk Pre-Design CONCEPTUAL ROUTING REPORT - ROUTING OPTION #2 Class 'C' Construction Cost Estimate ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY AMOUNT Section 01535 - Temporary Facilities 1535.1 Dewatering for excavations lin.m. $ 150.00 3,750 $ 562,500 Section 01561 - Environmental Protection 1561.1 Environmental protection and compensation L.S. $ 50,000 Section 01570 - Traffic Regulation 1570.1 Traffic management week $ 3,500.00 60 $ 210,000 Section 02070 - Sitework Demolition and Removal 2070.1 Remove and dispose of sanitary sewer pipe, regardless of diameter or depth lin.m. $ 100.00 293 $ 29,300 2070.2 Remove and dispose of manholes each $ 900.00 2 $ 1,800 Section 02223 - Excavating, Trenching and Backfilling 2223.1 Common excavation, offsite disposal cu. m $ 14.00 78,250 $ 1,095,500 2223.2 Removal and replacement of unsuitable trench backfill with import material cu. m $ 30.00 47,400 $ 1,422,000 Section 02233 - Granular Base 2233.1 Granular base, 25 mm minus crushed gravel 75mm thickness (roadway) sq. m $ 6.00 31,786 $ 190,700 Section 02234 - Granular Subbase 2234.1 Granular subbase, 75mm minus crushed gravel 535mm thickness sq. m $ 25.00 31,786 $ 794,700 Section 02512 - Hot Mix Asphalt Concrete Paving 2512.1 Asphalt lower course, 60 mm sq. m $ 13.00 34,036 $ 442,500 2512.2 Asphalt surface course, 40mm sq. m $ 9.00 34,036 $ 306,300 Section 02550 - Asphalt Removal 2550.1 Sawcut, remove and dispose asphalt paving (all thicknesses) sq.m $ 4.00 34,036 $ 136,100 Section 02666 - Waterworks 2666.1 Remove and replace perpendicular AC watermain each $ 1,000.00 5 $ 5,000 U:\Projects_KEL\0467\0384\01\D-Drafting-Design-Analysis\D3-Models-Spreadsheets\Spreadsheets\2009-10-09 South Gordon Conceptual Routing Report Schedule of Quantities.xls
Page 1: SouthGordon SanitarySewerTrunk Pre-
Page 4 and 5: City of Kelowna South Gordon Sanita
Page 20 and 21: FIGURE 4.2 Future Urban Reserve Pot
Page 24 and 25: FIGURE 5.1 Hydraulic Model Existing
Page 32 and 33: FIGURE 5.3 Routing Option 1 Project
Page 36 and 37: FIGURE 5.5 Routing Option 2 Project
Page 38 and 39: FIGURE 5.6 Hydraulic Model Ultimate
Page 42 and 43: Service Area Conflicts City of Kelo
Page 52 and 53: South Gordon Sanitary Trunk Pre-Des
Page 54 and 55: #500 - 1708 Dolphin Avenue, Kelowna
Page 56: MEMORANDUM Kevin Wahl 0467.0384.01

Conceptual Routing Report FINAL.pdf - City of Kelowna

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