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I I I I I I I I I I I I I I I I I I I Item Estimated Unit Unit Estimated Ouantity Price Amount Fil'" (compacted in place) Granular Filter l\.laterial . COOT Class C Filter 4.350 CY 527 5117,450 Material Riprap, 050 12" 5,100 CY 529 5147.900 Granular Backfill I>.laterial . COOT Class A Filter 2.175 CY 525 $54,375 Material Embankment Fill 285.100 CY 50.90 5256.590 nsfrumentation Concrele Flow !-vleasurement \Veir & Pipe Extension I EA 5600 5600 Reservoir Gage I EA $5.000 55,000 Survev!vlonumems 4 EA $100 5400 VW Piez.ometers 2 EA 5300 5600 Inclinometers 1 EA 5800 5800 Station and Instrumentation Markers 8 EA $10 580 Miscellaneous 11oz. Non-\Vovcn Gcotextile 11.735 SY 52 $23.470 DO\\TIstream Slone Reve2ctation, Seedine, Mulching 4 AC 5400 51,600 T.Qpsoil Salvage. Stockoile, and Redistribute 4.255 CY $1.50 $6.382.50 Combination Air Release Valve 1 EA $800 $800 Perforated 12" Oia. HOPE Pipe 4')- LF 57 52.975 ., 12" Dia. Solid HOPE Pipe 30 LF $7 $210 12" Dia. HOPE Pi De Tee I EA 515 515 8" Diu. Knife Gate Valve 1 EA 5800 5800 ti!" x 8" Reducing Lateral Flanged Wve I EA $175 $175 astern Dam Embankment Water Diversion and Control 1 LS 5200 $200 Clearing, Grubbing and Striooin2 17.75 AC $500 58,875 Foundation Preoaration 4.94 AC $400 $1.976 Existing Piezometer Removal I LS $100 $100 Common Excavation 238.570 CY $0.80 $ I 90,856 Kev Trench Excavation 2.010 CY $0.80 51.608 Fills (compacted in place) Granular Filter ""Iaterial - COOT Class C Filter Material 4.085 CY 527 5110.295 Riprar. 050 12" 5,635 CY 529 5163.415 Granular Rackfill Material . COOT Class A Filre 2,045 CY 50' $51.125 Material -, Common Fill 195.900 CY 50.90 5176.310 nstrumentation Concrete Flo\\' !\lcasurement Weir I EA 560 5600 Sur..ev Monuments 4 EA 5100 5400 BillanJBaltonPl.'l1er R=r,-olrE,pansiOf1Fca;;ibiJjt).s(l,td~ AUl!.USI2002 r \O::1J~"OJ..-t"(I"JOI\O:J:ll' OJ~1 Qo.I>(lt, DOC Pa~c 80f13