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EARTHWORK ESTIMATING - DOZER WORK <br /> TASK DESCRIPTION: <br /> HOURLY EQUIPMENT COST: <br /> Machine make and model J 8 attachments <br /> adjusted Operator Cost Per Hour <br /> hours days ` base base shift total <br /> shift per per rental operating wage overtime premium equio. <br /> no. day week rate/hr. cost/hr rate/hr adjustment adj. cost/hr <br /> 3 q 3 N/A <br /> �S 2 of //3 ,00 <br /> o a = „ r. <br /> $ //8 /hr. divided by / shifts/day = $ 1/6— average equipment cost/hr. <br /> MATERIAL QUANTITIES: <br /> BCY x swell factor LCY <br /> Verification method(s) used <br /> HOURLY PRODUCTION: <br /> (-) favorable <br /> Push distance =,� ft. , altitude �ft. , grade = % (+) unfavorable <br /> Unadjusted hour' y-production from dozer curve tables = �2a1s2oLCY/hr. <br /> Job condition correction factors (multiply all approo. factors to obtain total ) : <br /> Operator . . . . . . . . . . . . . . . . . . . . . . �S <br /> Material Consistency . . . . . . . . . . . . . .70 <br /> Dozing method (normal , slot, side-by-side) . . . . . <br /> Visibility (average for all shifts) . . . . . . . . . <br /> Job efficiency (average for all shifts) . . . . . . . d 3 <br /> Direct Drive Transmission. . . . . . . . . . . . . . <br /> Grade adjustment . . ' . . . . . . . . . . . . . . . . S3�/• Z <br /> Altitude adjustment . . . . . . . . . . . . . . . . S� <br /> Material weight correction . . . . . . . . . . . . . <br /> Bladetype . . . . . . . . . . . . . . . . . . . . ._ <br /> 2/_ net correction factor <br /> 9zo��z� LCY/hr. x LCY/hr. adjusted prod. per dozer <br /> unadj. prod. net correction <br /> / x /s � LCY/hr = �g';2sQ LCY/hr. adjusted fleet production <br /> no. dozers adj.' prod. <br /> used per dozer <br /> JOB COST: <br /> 3 C 7 LCY divided by LCY/hr. = ICS.. total job hours <br /> total material vol. fleet orod. <br /> $ //&:- /hr. avq. dozer cost x / dozers used = $ /icy hourly fleet cost <br /> 3 d hrs x $ /hr. = $ / 9� s-y a Total Job Cost <br /> total job time hourly fleet cost <br /> unit cost/LCY = $ /9 divided by $ 5"3 /LCY <br />