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i <br />B <br />il <br />S <br />G <br />G <br />B <br />B <br />B <br />B <br />9 <br />D <br />B <br />D <br />B <br />B <br />I <br />I <br />9 <br />Alternate III <br />8" Force Main to Watertown Road <br />Force Main Watertown Road to Metro Station <br />Lift Station at Railroad Tracks <br />Part A - gravity Sewer (Point C to Point E) <br />Item Unit <br />Unit <br />Price <br />Estimated <br />Quantity <br />Estimated <br />Cost <br />10" sanitary sewer 0-8’ deep Lin.ft.$ 14.00 %$ 13,440.00 <br />10" sanitary sewer 8-10’ deep Lin.ft.15.00 /-j 11,325.00 <br />10" sanitary sewer 10-12' deep Lin.ft.17.00 420 7,140.00 <br />10" sanitary sewer 12-14' deep Lin.ft.20.00 670 13,400.00 <br />sanitary set ”»r 14-16’ deep Lin.ft.24.00 30 720.00 <br />10" sanitary sewer 16-18' deep Lin.ft.28.00 10 280.00 <br />Standard manhole Each 1,000.00 10 10,000.00 <br />Manhole over depth Lin.ft.100.00 26 2,600.00 <br />Cut into existing manhole Each 300.00 2 600.00 <br />Improved pipe foundation Lin.ft.2.00 3,000 6,000.00 <br />Mechanical trench compaction Lin.ft.1.00 2,845 2,845.00 <br />Clear and grub trees LUMP SUM 5,000.00 LS 5,000.00 <br />Seeding with topsoil and mulch Acre 2,500.00 3.0 7.500.00 <br />Total Estimated Construction Cost $ 80,850.00 <br />+52 Contingency <br />152 L», Engmg. « Administration <br />4.040.00 <br />$ 84,890.00 <br />12.735.00 <br />Capitalized Interest <br />Estimated Cost - <br />a t A - Gravity Sewer <br />$ 97,625.00 <br />7,810.00 <br />$105,435.00 <br />-14- <br />13952R