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Fe:ision to Section 2.05.4 <br />Concrete Removal <br />455 yd x $85/yd3 <br />= 38,675 <br />Backfill Foundation Excavations <br />• <br />8,300 yd3 excavated - 2,000 yd3 hauled to backfill = <br />6,300 yd3 in site to be backfilled - no haul required. <br />6,300 yd3 112.5 yd3/hr = 56 equipment hours <br />56 7.5 hrs/shift x 8 hrs/sift = 60 labor hours <br />Equipment = 56 x 44.04/hr 2,466 <br />Labor = 60 x $20/hr. 1,200 <br />$3,666 ' <br />Haul To Backfill Foundation Areas <br />996D loader with 4.5 yd3 buc'~et <br />Truck & Trailer @ 40 yd3 capacity <br />a @ 15 mph trip = <br />To load <br />To dump <br />TOTAL CYCLE <br />.033 hours <br />.060 hours <br />.025 hours <br />12 hours for one truck to load, haul <br />dump and return <br />2,000 yd3 to haul @ 40 yd3/trip = 50 trips <br />50 trips @ .12 hours/trip = -6 hours <br />with 2 trailers = 3 hours <br />Tractor = 41.42 <br />Trailer = 13.29/hr, 2 units = $26.58 <br />Tractor and Trailer = $68.00 <br />996D loader = $86.68 <br />For 3 Hours <br />Haulers = $68/hr x 3 hours = 3204 <br />Loader = $86.68/hr x 3 hours = 260 <br />Labor = $20/hr x 3 hours x 2 men = 120 <br />TOTAL $584 <br />Revised September, 1984 <br />