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CIRCES Cost E stimating Software <br />BULLDO ZER WORK <br />PROJECT IDENTIFICATION <br />Task rr 014 Stale Colontrio <br />PenroVjobp M-2000-016 <br />Date : i f/iGr2005 County :Weld Abbreviation .none <br />User: ESC Site:RroerbendPr! Filename:M0t6-014 <br />Agency or organization name : DMG <br />Permd or other job action :AM-01 <br />Task description Bacfill Lined Slopes 3h:1 v <br /> -- .>;a <. <br /> <br />HOURLY EQUIPMENT COST <br />f3asir, machine ..- Cat U lUR 7USU Horsepower : 570 <br />Blade type : Senri-UNversal <br />Attachment rro. 1 ROPS CaD Shift basis : t par day <br />Attachment no. 2 ~ 1-shrink upper <br /> Data source : (CRG) <br /> Ulil¢alion °/° <br />Cost Br~a{5~wn,' Ownership cosVhour : 579.58 NA <br />Operating wsUhour $139.87 t00 <br />Ripporop,casVhour 50.00 U <br />Operelor cosUhour : 532.53 NA <br />Total unit cosVhour : 5251.98 Total fleet cosUhour $503.96 <br />MATERIAL QUANTITIES <br />India) Swell <br />Loose <br />volume 443,000 LCY factor NA volume : 443,000 LCY <br />Source o1 estimated volume :DAfG Eslrmete <br />Source of estimated swell factor : NA <br /> <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 I (evy.) <br />Avoratle push distance : 150 feet Material consistency L00 I (Cot H8) <br />Unadjuslnd hourly pmduclion : 1,243.2 LCY/hr Dozing method 1.00 I (gen.) <br /> Visibility 1.00 I (evg J <br />Material consistency description : Job emciency 0 83 i / Lsh6t/day) <br />Consnlydnted stockpile Spell pile . 0.80 (/rid r/1 <br /> Push gradient : 1.00 ~ f Cat HB) <br />Average push gradient : 0.00 4S (post AlUtudo too ! (Cat H©) <br />Average site altitude : 4,900 feet Material weight U. 79 ~ (Cat HB) <br />i <br /> Blade type : 7.00 1 jSiSUiU) <br />Material weight : 2, 900 Ibs7LCY Net correction 0.39 <br />Weight description <br />Decomposed rock - 50°; Rock, 50°~ Earth Adjusted unit production r~~u ;tq LCYlhr <br /> Adjusted 11eet production 981.64 LCYihr <br />JOB TIME AND COST <br />Float size : 2 Dozers) Total lob time 451.26 Hours <br />Unit cost : 50.513 /LCY Total job cost $227,418 <br /> <br />