04-09-1990 Council Packet - Laserfiche WebLink

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I I I I I I B B B B tl B B B B E E B Alternate II - (Continued) Part C - 15' Gravity - Watertown Road to Metro Station Item 15 15 15 15 15 deep deep deep 15" sanitary sewer 0-10' deep 15* sanitary sewer 10-12* deep sanitary sewer 12-14' sanitary sewer 14-16' sanitary sewer 16-18' sanitary sewer 18-20* deep sanitary sewer 20-22* deep Standard manhole Manhole overdepth Cut into existing lift station Improved pipe foundation Mechanical trench compaction Remove and replace fence Bituminous patching Erosion control fence Clear and grub trees Sod with topsoil Seeding with topsoil and mulch Class 5, 1002 crushed Total Estimated +52 Contingency ^ 152 Legal, Engmg. 4 Administration •¥ 82 Capitalized Interest Total Estimated Cost - Part C - 15" Gravity - Watertown Road to Metro Station Total - Part A Total - Part B Total - Part C Total Estimated Cost -13- Unit Estimated Estimated Unit Price Quantit Cost Lin.ft.$ 22.00 1,500 $ 33.000.00 Lin.ft.24.00 1,500 36.000.00 Lin.ft.26.00 1,500 39,000.00 Lin.ft.28.00 1,000 28,000.00 Lin.ft.32.00 900 28,800.00 Lin.ft.36.00 800 28,800.00 Lin.ft.40.00 800 32,000.00 Each 1,000.00 30 30.000.00 Lin.ft.100.00 150 15,000.00 LUMP SUM 2.500.00 LS 2,500.00 Lin.ft.2.00 10,000 20.000.00 Lin.ft.1.00 8,000 8.000.00 Lin.ft.5.00 1,000 5.000.00 Sq.yds.8.00 1,500 12.000.00 Lin.ft.3.00 2,500 7,500.00 LUMP SUM 7,500.00 LS 7,500.00 Sq.yds.2.00 10,000 20,000.00 Acre 2,500.00 9 22,500.00 Ton 10.00 1,000 10.000.00 nstruction Cost $385,600.00 19.280.00 $404,880.00 60.730.00 $465,610.00 37.250.00 $502,860.OJ S105.435.00 370,/-O.00 502 M .00$77' 13952R