Laserfiche WebLink
P,evision to Section 2.05.4 • <br />Backhoe to Fill Haul Material After Dumping <br />2,000 yd3 ; 112.5 yd3/hr = 17.8 hours <br />17.8 hours x 44.04 = 784 <br />17.8 ~ 7.5 x 8 x $20/hr = 380 <br />$1,164 <br />Summary of Facitities Removal <br />Building Remc~al 56,032 <br />Structure Excavation 4,839 <br />Concrete Removal 38,675 <br />Ba~kfill Excavations 3,666 <br />Haul Additional Backfill 584 <br />Backhoe to Complete Fill 1,164 <br />104,960 <br />Rail and Tie Removal <br />16,737 LF @ $10/LF = $167,370 <br /> <br />Load, haul and dispose of RR balast = 24,200 yd3 <br />996D loader <br />Load time = .L'6 hours <br />Total circuit = .58 hours (to pit) <br />Use 8 trucks: <br />320 yd3 m~ved in .58 hours <br />24,200 yd 320 y.~ = 75.E trips x .;.". hours = 44 hours <br />44 hours 7.5 x `1 = 47 labor hours <br />8 trucks x $68.G0 x 44 hours = 23,936 <br />1 loader x 86.68 x 44 hours = 3,814 <br />9 operators x $20/hr x 47 hours = 8,460 <br />TOTAL 3u,210 <br /> <br />