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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : Division Of Reclamation, Mining And Safety <br />Task #: 040 State :Colorado Permitijob #: C1992-081 <br />Date : 05/30/2008 County: Routt Abbreviation :none <br />User : JHB Site : Hayden Gulch Load Out Filename : C081-040 <br />Permit or other job action : RN# <br />Task description :Clean 4" sediment from both pons 1X during liability period <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck :Generic 8-10 cy, 6x4 <br />-Loader : Cat 325C L <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : ruck/Loader Work Team <br />Truck 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 />% Utilization-machine : 100 97 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $9.32 $38.60 NA NA NA NA <br />Operating cost/hour : $35.11 $48.23 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cost/hour : $21.72 $32.96 NA NA NA NA <br />Unit subtotals : $66.15 $119.80 NA NA NA NA <br />Number of units : 6 1 0 0 0 0 <br />Group subtotals : Work : $516.68 Support: $0.00 Maintenance: $0.00 <br />Total work team cost/hour : $516.68 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,874 CCY factor : 1.135 volume : 2,127 LCY <br />Source of quantity take-off :Exhibit 12-2 <br />Source of estimated swell factor : Caterpillar Handbook Edition <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />..:.... ......... <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Pavload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,700 pounds/LCY Struck volume : <br />Descr.:Earth - Wet excavated Heaped volume : <br />Rated payload <br />Payload capacity <br />27,280 pounds Average volume : <br />10.10 LCY Adjusted volume': <br />Final truck volume based on number of loader passes : <br />truck volume adjusted to not exceed rated payload or heaped volume <br />8.00 LCY <br />10.00 LCY <br />9.00 LCY <br />10.00 LCY <br />8.66 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,400 <br />Rated capacity (nom. heaped) : 2.220 LCY Truck Loader Source <br />Descr.: Loose material - mixed moist aggregates (95-10 Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity: 2.165 LCY Net correction : 0.830 0.830 <br />