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EARTHWORK ESTIMATING - EQUIPMENT MOBILIZATION/DEMOBILIZATION <br /> TA§K DESCRIPTION: /yl ./ r--•�' ' <br /> fAwo <br /> HOURLY EQUIPMENT & HAUL UNIT COSTS: (7/ <br /> Equipment 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 estimating manual , determine the appropriate rate basis <br /> (weekly, daily, hourly), and calculate total cost/hr as shown. <br /> Model : Heavy equipment rig = $ .0 7 hr <br /> Light equipment rig = $ y�/hr <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 /> .D9< $ //F o. + $ 9—? 6? x _ _ $ 6 3S o 1 <br /> 7c <br /> 761 C $ ? os_ + $ — x <br /> 6- $ - + $ 9yc7 x _ $ 1113. 67 <br /> aa= $ -/E.S--p- + $ 9. G 7 x $ /3 Z S <br /> $ moo, ao + $ x <br /> + $ 73.6-2 x 3 _ $ 1-2 <br /> $ + $ x = $ <br /> $ + $ x = $ <br /> $ + $ x = $ <br /> $ + $ x = $ <br /> Total Project Mob./Demob. Cost/hr =$ ,121 1 5'S• <br /> EQUIPMENT HAUL DISTANCE & TIME: <br /> Major population center nearest job site <br /> Route traveled + 8 /.33 <br /> Total distance = yo miles, average screed in miles per hour = _moo mph <br /> Total haul , unload, & return time = 3 hrs x , trips = _hrs tot. mob./demob. <br /> JOB COST: <br /> /Z hrs x $ �? ? Xs' /hr = $ a,6 /yam Total Job Cost <br /> Total mob./demob. time Total Project <br /> mob./demob cost/hr <br /> 44 <br />