A CAT D$9$T dozer utilizing a semi$-$universal $($SU$)$ blade is to be used in a dozing operation.$$The material is blasted rock and is to be moved $150$ft$$from the beginning of the cut.$$The dozing is uphill on a $5\%$ grade.$$The dozer has a power shift transmission and hydraulic blade.$$The operator has average skill and both visibility and traction are assumed to be satisfactory.$$The material weighs $105$pcf$($dry unit weight$)$ in the bank state with a swell factor $=0\mathrm{.}63(63\%).$Job efficiency is assumed to be equivalent to a $50-$minute hour.$$The O&O cost for the dozer is $$190\mathrm{.}00$ per hour including the operators wage and fringes.$$Note $-$ these charts are based on a material weight of $2,300$ pounds per loose cubic yard $($lcy$).$Calculate the unit cost of the proposed earth moving operation in dollars per$$lcy$.$