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sheet 1 of 2 <br /> CIRCES Cost Estimating Software <br /> TRUCK/LOADER TEAM WORK <br />;:. <br />PROJECT IDENTIFICATION <br />Agency or organization name : CDRMS <br />Task #: 31c State : Colorado Permit/job C-92-080 <br />Date : 08118/2008 County : La Plata Abbreviation :none <br />User : TAK Site : Carbon Junction Mine Filename : C080-31c <br />Permit or other job action : RN-03 <br />Task description :Install riprap in reconstructed channel at pond #2 <br />HOURLY EIPMEN .;:.; :.CO............................................................................................................................................................................... <br />.... <br />QU T ST Shift basis:: 1 per day <br />Truck/loader team -Truck :IGeneric 7-8 cy, 4x4 <br />-Loader :ICAT 98OG (2001) <br />Support equipment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/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 loader NA NA NA NA <br />% Utilization-machine : 100 56 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $8.67 $34.94 NA NA NA NA <br />Operating cost/hour : $25.07 $31.42 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 : $55.45 $99.33 NA NA NA NA <br />Number of units : 3 1 0 0 0 0 <br />Group subtotals : Work : $265.67 Support : $0.00 Maintenance : $0.00 <br />Total work team cost/hour : $265.67 <br />..... .. .. . <br />:::::..................................................................::....................................................................... . <br />............................................................... <br />MATERIAL ::::::::.::::::::.......:::::::::... <br />QUANTITIES <br />Initial Swell Loose <br />volume : 56 LCY factor : NA volume : 56 LCY <br />Source of quantity take-off :15 sq x-sectional area X 100 ft long <br />Source of estimated swell factor : DRMS estimate <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />:.:CT;;:.;:.; ........................................................................................................................ <br /> <br />O ;: D;U ION <br />HOURLY PR ....................... <br />............. <br />......................... <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,550 pounds/LCY Struck volume : 7.00 LCY <br />Descr.: Sandstone Heaped volume : 8.00 LCY <br />Rated payload : 20,300 pounds Average volume : 7.50 LCY <br />Payload capacity : 7.96 LCY Adjusted volume*: 7.96 LCY <br />Final truck volume based on number of loader passes : 6.30 LCY <br />• truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 7,000 <br />Rated capacity (nom. heaped) : 7.000 LCY Truck Loader Source <br />Descr.:Other - soil, boulders, roots (80 -1009,61) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 6.300 LCY Net correction : 0.830 0.830