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CV Engineers Estimate
No. UNIT ESTIMATED QUANTITY 1 SY 780 $ 2.00 $ 2 LF 15 $ 10.00 $ 3 LF 155 $ 20.00 $ 4 LF 2,230 $ 3.00 $ 5 LF 300 $ 3.00 $ 6 LF 510 $ 3.00 $ 7 EA 1 $ 1,500.00 $ 8 EA 5 $ 300.00 $ 9 LS 1 $ 15,000.00 $ 10 CY 2,350 $ 8.00 $ 11 CY 240 $ 40.00 $ 12 AC 0.5 $ 2,000.00 $ 13 AC 0.1 $ 5,000.00 $ 14 LS 1 $ 1,000.00 $ $ No. UNIT ESTIMATED QUANTITY 1 SY 128 $ 2.00 $ 2 LF 20 $ 10.00 $ 3 EA 2 $ 300.00 $ 4 TN 92 $ 15.00 $ 5 TN 17 $ 90.00 $ 6 TN 17 $ 100.00 $ 7 LF 20 $ 60.00 $ Based upon Preliminary Plans dated 2-5-21. DEER HAVEN Chanhassen, MN Site Grading, Sanitary Sewer, Watermain Storm Sewer and Street Construction ENGINEERS ESTIMATE Concrete Curbing - Wood Duck Ln 2" Bituminous Wear Course - Wood Duck Ln 1,700.00 1,200.00 Inlet Protection - Wood Duck Ln 12" Class 5 Aggregate Base - Wood Duck Ln 1,530.00 1,530.00 1,500.00 Remove Existing Curb & Gutter - Wood Duck Ln Clear & Grub - Phase 1 15,000.00 Common Excavation (P) - Phase 1 18,800.00 SWPPP Management & Maintenance 1,000.00 2" Bituminous Non-Wear Course - Wood Duck Ln Inlet Protection 1,500.00 SCHEDULE B - SANITARY SEWER SCHEDULE A - Site Grading SUBTOTAL 1,380.00 TOTAL AMOUNT 256.00 UNIT PRICE 200.00 Remove & Reinstall Existing Fence 3,100.00 Rock Entrance Pad Silt Fence - Phase 1 900.00 6,690.00 62,830.00 600.00 SCHEDULE A - SITE GRADING ITEM UNIT PRICE TOTAL AMOUNT Reclaim Existing Bituminous Silt Fence - Stage 2 Tree Fence Remove Existing Curb & Gutter 1,560.00 150.00 Filtration Media 9,600.00 Seed, Mulch & Fertilizer - 22-111 1,000.00 Seed, Mulch & Fertilizer - 33-261 500.00 Remove Existing Bituminous - Wood Duck Ln ITEM 2/21 Page 1 of 4 Project No. 20327.0 8 LS 1 $ 500.00 $ 9 LF 353 $ 25.00 $ 10 LF 120 $ 27.00 $ 11 LF 40 $ 30.00 $ 12 LF 39 $ 33.00 $ 13 CY 350 $ 8.50 $ 14 EA 3 $ 4,000.00 $ 15 LF 7.3 $ 150.00 $ 16 EA 3 $ 150.00 $ 17 LF 70 $ 20.00 $ 18 TN 80 $ 20.00 $ 19 LF 552 $ 4.00 $ 20 SF 1,568 $ 4.00 $ 21 EA 1 $ 2,000.00 $ 22 AC 0.3 $ 2,000.00 $ 23 SY 400 $ 3.00 $ 24 EA 4 $ 400.00 $ $ No. UNIT ESTIMATED QUANTITY 1 LF 360 $ 25.00 $ 2 CY 175 $ 8.50 $ 3 EA 2 $ 1,800.00 $ 4 EA 1 $ 4,000.00 $ 5 EA 3 $ 550.00 $ 6 LF 110 $ 22.00 $ 7 EA 1 $ 300.00 $ 8 LF 141 $ 26.00 $ 9 SF 64 $ 4.00 $ 10 EA 1 $ 4,500.00 $ 11 EA 1 $ 500.00 $ 12 EA 1 $ 300.00 $ 13 EA 3 $ 400.00 $ $ Wood Fiber Blanket 1,200.00 Adjust Frame & Casting 1,600.00 Wet-Tap Connect to Existing 12" PVC WM 4" Insulation 6,272.00 Connect to Existing Manhole 2,000.00 Seed, Mulch & Fertilizer 600.00 2,420.00 300.00 3,666.00 55,318.00 3,240.00 1,200.00 1,287.00 1,487.50 500.00 300.00 SCHEDULE C - Watermain SUBTOTAL Plug Existing Water Service Pipe 32,879.50 Adjust Valve Box 1,200.00 4,500.00 Connect 1-1/2" HDPE to Existing Curb Stop 1,650.00 4" Thick Insulation Hydrant 1" Service Connection w/ Saddle 256.00 1-1/2" HDPE Service Pipe SCHEDULE C - WATERMAIN ITEM UNIT PRICE TOTAL AMOUNT 1-1/2" Corporation Stop w/ Saddle Sand Pipe Bedding 6" Gate Valve & Box 3,600.00 1" HDPE Service Pipe 8" PVC SDR 35, 12-14' Depth Extra Depth Manhole Trench Rock Stabilzation 1,600.00 6" PVC C900 w/ Tracer Wire SCHEDULE B - Sanitary Sewer SUBTOTAL Televise Sanitary Sewer 2,208.00 Sand Pipe Bedding 1,095.00 2,975.00 500.00 8,825.00 8" PVC SDR 35, 10-12' Depth 8" x 4" Service Wye Standard Manhole (0-10' Depth)12,000.00 8" PVC SDR 35, 0-10' Depth Traffic Control - Wood Duck Ln 8" PVC SDR 35, 14-16' Depth 4" PVC SDR 26 Service Pipe 450.00 1,400.00 9,000.00 4,000.00 2/21 Page 2 of 4 Project No. 20327.0 No. UNIT ESTIMATED QUANTITY 1 LF 6 $ 25.00 $ 2 LF 117 $ 25.00 $ 3 LF 53 $ 35.00 $ 4 EA 1 $ 1,500.00 $ 5 EA 2 $ 1,800.00 $ 6 EA 2 $ 3,000.00 $ 7 EA 1 $ 4,000.00 $ 8 CY 8.0 $ 200.00 $ 9 LF 202 $ 25.00 $ 10 EA 1 $ 50.00 $ 11 LF 100 $ 18.00 $ 12 LF 29 $ 20.00 $ 13 EA 3 $ 120.00 $ $ No. UNIT ESTIMATED QUANTITY 1 TN 940 $ 15.00 $ 2 TN 115 $ 65.00 $ 3 TN 220 $ 70.00 $ 4 LF 20 $ 60.00 $ 5 SY 34 $ 60.00 $ 6 LF 150 $ 8.00 $ 7 EA 1 $ 250.00 $ 8 EA 3 $ 250.00 $ 9 EA 1 $ 300.00 $ 10 EA 1 $ 3,000.00 $ 11 LS 1 $ 500.00 $ $ a $ b $ c $ 15" RC Apron 8" PVC SDR 26 150.00 2,925.00 SCHEDULE B - Sanitary Sewer SCHEDULE C - Watermain SCHEDULE E - Street & Restoration SUBTOTAL 62,830.00 750.00 5,050.00 SCHEDULE A - Site Grading SUMMARY 3,000.00F&I Street Light 46,215.00 Class 5 Aggregate Base 15" RCP, Class 5 18" Dia. Nyloplast Catch Basin w/ H20 Grate 1,855.00 1,500.00 Bituminous Non-Wear Course 7,475.00 48" Dia. Std. Manhole SCHEDULE D - Storm Sewer SUBTOTAL TOTAL AMOUNT 3,600.00 55,318.00 30" Dia. Std. Manhole SCHEDULE E - STREET & RESTORATION ITEM UNIT PRICE 6,000.00 29,470.00 TOTAL AMOUNT 32,879.50 10" PVC SDR 35 SCHEDULE D - STORM SEWER ITEM UNIT PRICE 6" PVC Pond Draintile, Perf. w/ Sock 14,100.00 4,000.00 Bituminous Wear Course Install Conduit - Small Utilities Sign & Post - Stop Sign & Post - No Parking (R8-3W) Concrete Curb & Gutter 250.00 15,400.00 2,040.00 Sign & Post - Street Name 300.00 Rip Rap, Cl. 3 1,600.00 1,200.00 Driveway Patch 1,200.00 6" PVC Cleanout 360.00 Traffic Control - Yosemite Ave.500.00 6" PVC Fittings 50.00 6" PVC Road Draintile, Perf. w/ Sock w/ Trench Sand 1,800.00 8" PVC Road Draintile, Perf. w/ Sock w/ Trench Sand 580.00 2/21 Page 3 of 4 Project No. 20327.0 d $ e $ $TOTAL ESTIMATED COST SCHEDULE D - Storm Sewer SCHEDULE E - Street & Restoration 46,215.00 29,470.00 $226,712.50 2/21 Page 4 of 4 Project No. 20327.0