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2001-02-06 Project Cost Estimate
PROJECT COST ESTIMATE for HEURING MEADOWS Albertville, Mn DATE: 2/06/01 Owner: Leuer-Munsterteiger 340 Centeral Ave St. Michael, Mn Engineer: Quality Site Design, LLC 3600 Holly Lane N., suite 100 plymouth, Mn 55447 Unit Total No. Item Qty. Unit price price 1 Clearing and Grubbing 1 LS $3,000.00 $3,000.00 2 Common Excavation(Plar\) 65000 CY $1.50 $97,500.00 3 Soil Correction -(EV) 10000 CY $2.50 $25,000.00 4 Erosion Control Silt Fence 3000 LF $1.60 $4,800.00 5 Seed, Fertalizer, Mulch, Disc Anchor 20 AC $900.00 $18,000.00 6 Density 35 EA $45.00 $1,575.00 BID A - Grading TOTAL BID" A" $149,875.00 Unit Total No. Item Qty. Unit price price 1 8" PVC, SDR35, (10' .12') 2565 LF $13.22 $33,909.30 2 10" PVC, SDR35,(10' - 121 1245 LF $16.22 $20,193.90 3 48" Manhole-(O.B') 12 EA $1,848.80 $22,185.60 4 Manhole Extra Depth 48 LF $100.95 $4,845.60 5 Sanitary Service Group - 4" 45 EA $41.31 $1,858.95 6 4" PVC, SDR 26, Service pipe 1840 LF $7.11 $13,082.40 7 Density Test 35 EA $45.00 $1,575.00 8 Televising 3810 EA $1.00 $3,810.00 BID B - Sanitary Sewer TOTAL BID "B" $101,460.75 Unit Total No. Item Qty. Unit Price Price 1 6" PVC Watermain 220 LF $10.95 $2,409.00 2 8" PVC Watermain 2695 LF $13.58 $36,598.10 3 10" PVC Watermain 1300 LF $15.00 $19,500.00 4 8" DIP Bends 4 EA $150.00 $600.00 BID C - Watermain Page 1 of 3 '. 5 10" DIP Bends 3 EA $175.00 $525.00 6 8" DIP Tees 8 EA $220.00 $1,760.00 7 10" DIP Tees 4 EA $300.00 $1,200.00 8 8" DIP Plug 3 EA $85.00 $255.00 9 6" Gate Valve, Box & Riser 7 EA $540.82 $3,785.74 10 8" Gate Valve, Box & Riser 9 EA $706.30 $6,356.70 11 10" Gate Valve, Box & Riser 4 EA $1,000.00 $4,000.00 12 Hvdrant 8 EA $1,640.18 $13,121.44 13 Water Service Group 1" 45 EA $296.53 $13,343.85 14 Copper Service Pipe 1" 2025 LF $7.22 $14,620.50 15 16" Wet-tap Sleeve (installed) 1 EA $2,500.00 $2,500.00 16 Jack/Bore 24" Steel Casing w/10" Carrier 60 LF $200.00 $12,000.00 17 Bacteriological Test 4 EA $20.00 $80.00 18 Densitv Test 35 EA $45.00 $1,575.00 BID 0 - Storm Sewer TOTAL BID "e" $134,230.33 Unit Total No. Item Qty. Unit Price Price 1 12" HOPE (all depths) 885 LF $12.33 $10,912.05 2 15" HOPE (all depths) 385 LF $13.66 $5,259.10 3 18" HOPE (all depths) 880 LF $18.00 $15,840.00 4 24" HOPE (all depths) 500 LF $20.29 $10,145.00 5 36" HOPE (all depths) 630 LF $26.00 $16,380.00 6 12" RCP, Class III, (all depths) 135 LF $20.01 $2,701.35 7 15" RCP, Class III (all depths) 645 LF $21.58 $13,919.10 8 18" RCP, Class III, (all depths) 105 LF $26.00 $2,730.00 9 24" RCP, Class III, (all depths) 365 LF $30.32 $11,066.80 10 36" RCP, Class III, (all depths) 80 LF $40.00 $3,200.00 11 27" Catch Basin (0-5') 3 EA $550.44 $1,651.32 12 2'x3' Catch Basin (0-5') 4 EA $745.64 $2,982.56 13 48" Catch Basin (0-5') 19 EA $890.60 $16,921.40 14 48" Catch Basin Extra Depth 25 VF $80.00 $2,000.00 15 60" Catch Basin (0-5') 10 EA $1,336.80 $13,368.00 16 72" Catch Basin (0-5') 1 EA $1,650.00 $1,650.00 17 15" RCP FE w/Guard 1 EA $600.00 $600.00 18 18" RCP FE w/Guard 1 EA $700.00 $700.00 19 36" RCP FE w/Guard 1 EA $900.00 $900.00 20 36" HOPE FE w/Guard 3 EA $550.00 $1,650.00 21 Rip Rap, CL III w/Geotextile Fabric 24 CY $29.00 $696.00 22 Pond Weir 1 EA $2,500.00 $2,500.00 23 Draintile 720 LF $4.25 $3,060.00 24 Density Test 25 EA $45.00 $1,125.00 TOTAL BID "0" Page 2 of 3 $48,152.96 ~ BID E - Streets Unit Total No. Item Otv. Unit Price Price 1 Subgrade Preparation 17300 SY $0.70 $12,110.00' 2 Geotextile Fabric - Type V 17300 SY $0.90 $15,570.00 3 Select Granular 8650 CY $9.60 $83,040.00 4 Class 5 Base (CV) 3000 CY $10.60 $31,800.00 5 Curb & Gutter (all types) 7500 LF $6.35 $47,625.00 6 Type 31 Bituminous Base 2150 TON $29.50 $63,425.00 7 Type 41 Bituminous Wear 1150 TON $29.50 $33,925.00 8 Adjust Manhole 13 EA $200.00 $2,600.00 9 Adjust Gate Valve 12 EA $100.00 $1,200.00 10 Density Test 25 EA $45.00 $1,125.00 11 4" Concrete Sidewalk, 5' wide 13300 SF $1.95 $25,935.00 11 2" Bituminous Trail, 8' wide 1500 LF $8.00 $12,000.00 12 Right TumlBypass Lane Co. Hwy 19 1 LS $25,000.00 $25,000.00 TOTAL BID "E" Project Summary BID "A" - Grading BID "B" - Sanitary Sewer BID "C" - Watermain BID "0" - Storm Sewer BID "E" - Streets TOTAL BIDS "A", "B", "C", "0" & "E" Contingencies (5%) ITotal Construction Cost $355,355.00 $149,875.00 $101,460.75 $134,230.33 $48,152.96 $355,355.00 $789,074.04 $ 39,453.70 $828,527.74 I Lot total = 45 Cost per lot = $ 18,411.73 Estimate based on working drawings completed to date. Page 3 of 3