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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 : DMG <br />Task # : Ot% State :Colorado <br />Date: 05/30/2002 County :Clear Creek <br />User : ESC Site :Henderson Mine <br />Permit or other job action :Reevaluate amount o/required bond <br />Task description : Purchase/HauUSpread Cap Barrier on Pond 1.2 <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Ic,.~ ~~....,e..r no~..d..u..~ <br />Cost Bra <br />Truck/loader team -Truck :Generic 12-18 cy, 6x4 <br />-Loader :CAT 986F S.2 std. lift j7999) _. <br />Permi Vjob # : M-1977-342 <br />Abbreviation :none <br />Filename : M342-01j <br />Support equipment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader : NA <br />-mr~re.,.,~,.o- INa <br />~akdown : 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 loader NA NA NA NA <br />Utilization-machine : 99 100 NA NA NA NA <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cosUhour : $20.12 $30.78 NA NA NA NA <br />Operating cosUhour : $26.69 $30.74 NA NA NA NA <br />gipper op. cosUhour: NA NA NA NA NA NA <br />Operator cosUhour : $23.61 $2799 NA NA NA NA <br />Unit subtotals : $70.42 $89.51 NA NA NA NA <br />Number of units : 10 1 0 0 0 0 <br />Group subtotals : Work : $793.70 Support : $0.00 Maintenance : $0.00 <br />Total work team cosUhour : $793.70 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,420 LCY factor : NA volume : 1,420 <br />Source of quantity take-oft :TR-08 <br />Source of estimated swell factor : NA <br />Material purchase cost : $13.77 /LCY <br />HOURLY PRODUCTION <br />Truck CaDa_c_ILtL <br />Truck Payload (weight) Basis <br />Material weight <br />Descr.: Gravel -dry <br />Rated payload <br />Payload capacity <br />Final adjusted tr <br />Total cost : $19,553 <br />Truck Bed (volume) Basis <br />2,550 pounds/LCY Struck volume <br />Heaped volume <br />48,000 pounds Average volume <br />18.82 LCY Adjusted capacity <br />uck capacity based on specific number of loader passes <br />Loading_Tool Caoacity <br />Rated capacity (nom. heaped) : 4.500 LCY <br />Descr.: Loose material - 1 "and over (85 - 90% <br />Bucket till factor : 0.875 <br />Adjusted bucket capacity : 3.938 LCY <br />12.00 <br />18.00 <br />15.00 <br />15.00 <br />~c ~e <br />Truck <br />Altitude adj.: 0.970 <br />Job efficiency : 0.830 <br />Net correction : 0.805 <br />Site altitude (tt.) <br />Loader <br />LCV <br />LGY <br />LCY <br />LCY <br />LCY <br />LCY <br />10,000 <br />1.000 <br />0.830 <br />0.830 <br />