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EARTHWORK ESTIMATING EQUIPMENT MOBILIZATION/DEMOB-ILIZATION <br /> TAIK DESCRIPTION: � <br /> Ad <br /> OHOURLY EQUIPMENT b HAUL UNIT COSTS: <br /> Eaui Tent Haul Units <br /> Note: Shift overtime adjustments do not apply to equipment hauling units due to the <br /> short duration of use on most jobs. To calculate total haul unit cost/hr,-se— <br /> lect the appropriate haul unit (light or heavy equipment) from those listed in <br /> Section III.4.0 of the esanaacalculatemanual , <br /> totaldetermine <br /> cost/hrthe <br /> as shownappropriate rate basis <br /> (weekly, daily, hourly), <br /> Model : Heavy equipment rig = $ Fj.0 hr <br /> Light equipment rig = $ V7 <br /> Earthmoving Equipment Used on Job <br /> Avg. cost/hr + Equip. haul x Fleet size _ <br /> Model from worksheet unit cost/hr (no. hauled) Mob./demob. cost/hr <br /> .D 94 $ // o + $ 9-? G 7 x .— _ $ 6 3 S' 01 <br /> W7 C $ /5/3. 6 7 <br /> + $ 9�.6 7 x _ $ /3 9 S <br /> w _ <br /> + $ y 7.dd� x a-- <br /> $ + $ x <br /> $ + $ x = $ <br /> $ + $ x - $ <br /> Total Project Mob./Demob. Cost/hr =$ - ys <br /> EQUIPMENT HAUL DISTANCE & TIME: <br /> Major population center nearest job site (C. w <br /> Route traveled 8 13 <br /> miles, average speed. in miles per hour = �o mqh <br /> Total distance = S/o — trips =hrs x , / hrs tot. mob./demob. <br /> Total haul , unload, & return time = ? ---�-- <br /> JOB COST: Total Job Cost <br /> /2 hrs x $ = $ �8, /y� <br /> Total mob./demob. time Total Project <br /> mob./demob cost/hr <br /> 44 <br />