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CIRCES Cost Estimating Software <br />Permit or otherjob action :(nal reclamation costs estimate <br />task description : placement of topsoil over Area " B " <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 Shin basis : 1 per day <br />Cost Breakdown : Job utilization °h Horsepower : 490 <br />Ownership wst/hour: 572.62 NA . Weight (UST) : 56.34 <br />Operating eosUhour : $110.00 100 Cost data source : (CRG) <br />Operator cosf/hour: $30.84 NA <br />Total unit cosUhour : $213.48 Total Fleet eosUhour : $428.92 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,280 LCY factor: NA volume: 1,280 LCY <br />Source of quantity take-ofl:eccepled veri/ied volume from application <br />Source of estimated swell factor :NA <br />Hauling Caoacitv <br />Scraper Payload (weight) Basis <br />: <br />Scraper Bawl (volume) Basis <br />Material weight : 1,600 pounds/LCY Struck volume : 23.20 LCY <br />Material description : Heaped volume : 34.00 LCY <br />Top Soil Average volume : 28.60 LCY <br />Rated payload : 82,000 pounds <br />Payload capacity : 51.25 LCY Adjusted capacity : 28.80 LCY "' <br />Cvcle Time (load + haut+ spread + return) : loading time : 0.90 minutes ' <br /> Maneuver and spreading time : 0.70 minutes <br />Travel time : • meatus erne per veir on pushyun m°dai, <br />Route ~ Distance (feet) ~ Grade (%) Roll. res.(%) ~ Total res.(%) ~ Velaciry (fpm) ~ Travel time (min.) <br />Haul: 500 16.5 5.0 21.5 258 1.94 minutes" <br />Return: 500 -16.5 5.0 -11.5 1,257 0.53 minutes" <br />"travel lima atl)ustetl for exeleretion erW tlecelere4on et loetl antl tlvmp points <br />velocities ere max. attainable per lalel resistance shown, not averepe Total cycle time 4.07 minutes <br />Job Condition Correction Factors <br />Site altitude (feet) : 4,600 Adiusted Hourlv Production <br />Altitude adjustment factor : _ 1.00 (Cat HB) Unadjusted unit production : 421.42 LCY/Hour"* <br />Job efficiency factor : 0.83 (1 shifUday) Adjusted unit production : 349.78 LCY/Hour <br /> Adjusted fleet production : 699.58 LCYlHour <br />Net job correction factor : 0.83 2 times volume on pusb-pull mcdele <br />,:;. : w. ~:. <br />{, <br />v k w^- r , ~' a-{. 'i'v"~.rx: ,~,s r°-^^`Rf*' 64*" w`~`""'°~ „~. <br />t=:`~ _ , x'52- <br />'ta <br />e~ <br />~Rc <br />y <br />;: <br />::i~~-~ <br />~:i$: <br />` <br />+ <br />i <br />~ <br />'' <br />7 <br />t <br />`'`Y <br /> . <br />:, <br />.._ <br />, <br />.. <br />.a~ . <br />.,.H <br />. <br />~ <br />.. . <br />~ <br />. ~ <br />.- <br />JOB TIME AND COST <br />Fleet s¢e : 2 ~Sdaper(s) Total job time : 1.83 Hours <br />Unit cost : $0.610 /LCY Total job cost : $781 <br /> <br />Agency or organization name : DMG <br />Task # : 03b State :Colorado Permitfjob # : M-2002-046 <br />Date: 01/30/2003 Courtty:Mesa Abbreviation none <br />User : GRM Site : D Road Gravel Pit Filename : M046-036 <br />