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v <br />a <br />m <br />• <br />Cresson Project <br />Retlema0on Cost <br />Area: Phaea I, II, III External Pond <br />Haul Fill: <br />Spreatl Fill. <br />Fertilize: <br />Rip: <br />Hauling Topsail: <br />Truck <br />Soil Analysis: <br />Seeding: Flat <br />Slope <br />Draging: Flat <br />slope <br />Hydromulching: <br />Traee 6 Shrubs: <br /> Equip. Number Unite <br /> <br />Fence Removel'• Badhoe 46HP 1.0 2000 <br />Liner Fold-in: D9N 1.0 <br />Haul Fill: 7738 3.0 122350 <br /> BBBB 1.0 - <br /> 14GGrader 1 0 <br /> Water Trk. 1 0 - <br />Spraed Fill: D9N 1.0 122350 <br />Fertilize: DBN 1.0 6.5 <br />Rip D9N 1 0 6 5 <br />Haul Topsoil' 773B 1.0 5240 <br /> 9688 1.0 - <br /> 14GGrader 1.0 - <br /> Water Trk. 1.0 - <br />Soil Analysis. - - 8 5 <br />Beetling: Flat DBN wlhopper 1 0 3.3 <br />Slope Hand 3.0 3 2 <br />Dreging: Flel DBN wlhanow 1.0 3 3 <br />Slope DBN w/chain 1.0 3.2 <br />Hydromulch: Hydromulcher 1.0 8.5 <br />Trees 6 Shrubs' - 3.0 6.5 <br />Foreman PidcuD 1.0 - <br />• CoeNinear foot, R.C. Means. Builtling Construction Coet Daq, 2000, D9. 37 <br />e eampledaae <br /> <br />ProtluQion Rates <br />CYMr AvesMr. <br />200 - <br />763 - <br />- 1.5 <br />- 1.0 <br />150 - <br />4.0 N <br />2.6 <br />1.0 <br />3.6 <br />2.5 <br />08 <br />0.5 <br />Prod. <br />Rate <br />Hours <br />800 <br />783 <br />1.5 <br />1.0 <br />150 <br />4.0 <br />2.6 <br />3.0 <br />3.6 <br />2.5 <br />0.8 <br />3.3 <br />84 <br />204 <br />204 <br />102 <br />102 <br />180 <br />4 <br />7 <br />35 <br />35 <br />16 <br />16 <br />1 <br />1 <br />1 <br />1 <br />11 <br />2 <br />Labor <br />Coat <br />1.30 <br />78.67 <br />20.41 <br />22.88 <br />24.10 <br />21.07 <br />23.26 <br />23.26 <br />23.28 <br />20.41 <br />22.66 <br />24.10 <br />21.07 <br />23.28 <br />17.67 <br />23 26 <br />23.28 <br />56.15 <br />17.67 <br />CoeWnit <br />S/Aae <br />165.58 <br />154 39 <br />72 00 <br />276.68 <br />220.17 <br />42.46 <br />81.39 <br />604.06 <br />185.74 <br />Equip. <br />Cost <br />0.48 <br />131.86 <br />123.15 <br />135.14 <br />71.71 <br />95.56 <br />131 86 <br />112.06 <br />131.06 <br />123 15 <br />135 14 <br />71.71 <br />95 56 <br />141 OB <br />136 O6 <br />130.94 <br />17.34 <br />Material <br />Coat <br />90.80 <br />18.00 <br />816 48 <br />816.46 <br />284.00 <br />75.00 <br />Total Coet <br /> <br />Volumes d Areas <br />CY Aaee <br />122350 - <br />122350 <br />- 85 <br />_ 65 <br />5240 - <br />- 8.5 <br />- 3.3 <br />- 32 <br />- 3.3 <br />- 32 <br />- 65 <br />- 8.5 <br />Hourly <br />Cost <br />Total <br />Cost <br />1.76 <br />206.75 <br />143.56 <br />157 62 <br />95.91 <br />116.65 <br />155.14 <br />225.96 <br />154.34 <br />143.56 <br />157 62 <br />95.61 <br />116.65 <br />16.00 <br />760.62 <br />834.35 <br />161.34 <br />154.20 <br />339.49 <br />92.67 <br />48.54 <br />3520 <br />13380 <br />67859 <br />32195 <br />9773 <br />11696 <br />24622 <br />904 <br />1060 <br />5025 <br />5524 <br />1677 <br />2041 <br />468 <br />761 <br />1903 <br />161 <br />154 <br />3734 <br />557 <br />15312 <br />222748 <br />m <br />