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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />sheet 1 of 2 <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />Task # : 060 State :Colorado PenniU7ob # : C-96-083 <br />Date : 10N3/2006 County :Delta Abbreviation :none <br />User : JRS Site :Bowie No. 2 Mine Filename : C083-060 <br />Permit or otherjob action : Pemrit Renewal 02 <br />Task description :Pull Back and Haul Fill Material /rom <br />HOURLY EQUIPMENT COST <br />Description <br />Haul Road Narrowing to Cut Si <br />Shift basis : 1 per day <br />Truck loader team -Truck :Cat 773D (2002) <br />-Loader :Cat 3658 L Series II (2005) <br />Support equipment -Load area : NA <br />maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : 7ruck/Load <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 excavate NA NA NA NA <br />°,6 Utilization-machine : 84 100 NA NA NA NA <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cosUhour; $51.61 $79.34 NA NA NA NA <br />Operating cosVhour: $70.87 $110.60 NA NA NA NA <br />Ripper op. cosUhour: NA NA NA NA NA NA <br />Operator cosUhour : $21.75 $32.96 NA NA NA NA <br />Unit subtotals : $144.23 $222.91 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : $511.37 Support : $0.00 Maintenance : $0.00 <br />Total work team cosVhour : $511.37 <br />Initial Swell Loose <br />volume : 60,564 CCY factor : 1.165 volume : T0,557 LCY <br />Source of quantity take-off :Operator Estimate <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />s:: :~: .~: .:,::: .., .>r .: ... .. <br />HOURLY PRODUCTION <br />Truck Cadacitv <br />Truck Payload (weight) Basis : ~ Truck Bed (volume) Basis <br />Material weight : 2,900 pounds/LCY Struck volume : 34.80 LCY <br />Descr.: Decomposed rock - 50% rock, 50% earth Heaped volume : 46.40 LCY <br />Rated payload : 108,060 pountls Average volume : 40.60 LCY <br />Payload capacity : 3726 LCY Adjusted volume': 3726 LCY <br /> Final truck volume based on number of loader passes : 36.23 LCY <br /> • track volume adlustetl to not exce etl rated payloatl or heapetl volume <br />Loading 7001 Capacity : Job Condition Co actions : Site altitude (N.y : f <br />Rated capacity (nom. heaped) : 6.900 LCY Truck Loader S <br />Descr.: Loose material - 1"antl over (85 - 90%) Altitude adj.: 1.000 1.000 (C <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 st <br />Adjusted bucket capacity : 6.038 LCY Net wrrection : 0.830 0.830 <br />