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I <br />I <br />I <br /> <br />6 6' VALVE EA 6 400.00 6.fi) 2,400.00 6.00 2,400.00 <br /> <br />7 10' VALVE EA 4 750.~3 3.00 2,250.00 3.00 2,250.00 v'/ <br />8 IN-PLACE DENSITY EA 22 46,92 12.00 563.04 12.00 563.04 J <br /> <br />T SCItEDULE 2.0 WATI~R~AIN -- TOTAL <br /> <br />47,701.04 47,701.04 v'/ <br /> <br />I~3~IEDULE 3.0 STORM ~EWER <br />15' HDPE <br /> <br />18' tIDPE <br /> <br />30' HDPE <br /> <br />48' DIAMETER MANHOLE <br /> <br />60' DIAMETER MANHOLE <br /> <br />STANDARD CATCH BASIN <br /> <br />30' RCP F.E.S. <br /> <br />GROUTED RIP RAP <br /> <br />IN-PLACE DENSITY <br /> <br />LF 60 18.92 61.00 1,154.12 61.00 1,154.12 <br />LF 44 20.58 43.~0 884.94 43.00 884.94 <br />LF I,I61 33.30 1,159.00 38,594.70 1,159.00 38,594.70 <br />EA I 900.00 1.00 900.00 1.00 9~0.00 <br />EA 4 1,500.00 4.00 6,000.00 4.00 <br />EA 2 650.00 2.00 1,300.00 2.~0 1,300.00 <br />EA I 900.00 1.00 900.00 1.00 900.00 <br />CY 25 40.00 25.00 1,000.00 25.00 1,000.00~ <br />EA 20 46.92 3.00 140.76 3.00 [40.76 <br /> <br />T SCltEDULE 3,0 STORM S~WER - TOTAL <br /> <br />50,874.52 50,874.52 ~ <br /> <br />TOTAL AMOUNT Tills PERIOD <br />TOTAL AMOUNT TO DATE <br /> <br />121,982.12 <br /> <br />121,982.12~' <br /> <br />DESCRIPTION <br />SCHEDULE 1.0 STREET CONSTRUCTION - TOTAL 23,406,56 <br />SCHEDULE 2.0 WATERM~IN -- TOTAL 47,70t.04 <br />SCHEDULE 3.0 STORM SEWER - TOTAL 50,874.52 <br /> <br />MATERIAL DEDUCT, ~ i $0.00 !i 0.00 <br /> .................... ..................... I .................................... ............................. <br /> <br />23,406.56 <br /> <br />47,701 <br /> <br />50,874.52 <br /> <br />658001 # [. XLS PAGE 2 658-001-30 <br /> <br /> <br />