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<br />PROJECT IDENTIFICATION <br />Task # : 03b <br />Date : 06/20/2001 <br />User : SSS <br />PermiUjob# : M-1980.146 <br />Abbreviation :none <br />Filename : M146-03b <br />Agency or organization name : DMG <br />Permit or otherjob action : TR-002 <br />Task description :Smooth grade pit floor of 10 acre AM-03 area and of 20 acre Phase 1 area <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D9R - 9SU Horsepower' 405 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 . ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 : 3-shank ripper <br /> Data source : (CRG) <br /> UtIIIZatlon <br />Cost Breakdown : Ownership cost hour : $54.31 NA <br /> Operating cosUhour : $95.93 100 <br /> Ripper op. cosUhour : $1.88 20 <br /> Operator cosUhour : $27.99 NA <br /> otal unit cosUhour <br />T : $1B0.11 T <br />o tal fleet cosUhour : $180.11 <br />.. <br />" o <br />'" <br />~ <br />~r <br />5 <br />~~ ,~ <br />,y <br />.xy a~,'~ <br />"` <br />~ <br />' <br />~ <br />:4 ~'iti <br />' <br />' <br />. <br />.. ,~ <br />. <br />,. .__ <br />; <br />Y :.u„ <br />.1..?e- '~. = <br />J. .._ <br />.~ ..s <br />l..~a~ <br />~3 ,~ <br />). <br />. _...,. <br />K ... .. <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 32,863 LCY factor : NA volume: 32,863 LCY <br />Source of estimatetl volume :Assume 20.4 acres graded at 1 /oot depth <br />Source of estimated swell factor : NA <br />~, <br />...c sv,.:+i."~~ai.;~ ~{Ya'' ~f ' r.-°1x~r.~i'_~x+LT' :ad.-.. ' k~r°. ~k_ - x:` eAa.':i .. . <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance: 50 feet <br />Unadjusted hourly production : 2,110.5 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />C/av and oravel - Drv <br /> <br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />l- , ~ <.~: - .. <br />State :Colorado <br />County : La P/afa <br />Site :Montoya Pd <br />0.00 % (~ <br />6.800 feet <br />2, 400 Ibs/LC Y <br />Operator skill : 0.75 (avg.) <br />Material consistency : 0.90 (Cat HB) <br />Oozing method : 1.00 (gen.) <br />Visibility: 1.00 (avg.) <br />Jobeffciency: 0.83 (lshift/day <br />Spoil pile : 0.70 (ind-m() <br />Push gradient : 1.00 (Cat NB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.96 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.38 <br />Adjusted unit production : 792.91 LCYlhr <br />Adjusted fleet production : 792.91 LCY/hr <br />r .:. 4 ... r ... ... .. _ <br />f` <br />l ~ >.. <br />... .. ..'.?+.... to .. _ .. ...a r. n:1: ' <br />JOB TIME AND COST <br />Fleet size . 1 Dozers) Total job time : 41.45 Hours <br />Unit cost : $0.227 /LCppY Total job cost ~ $7,465 <br />