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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name :Colorado Division O/Minerals And Geology <br />Task N : 040 State : Coloradc PermiUjob q : C-92.081 <br />Date : 02/25/2003 County : Routt Abbreviation :none <br />User : JRS Site :Hayden Gulch Loadoul Filename : COB f-040 <br />Permit or other job action :Permit Renewa102 - __ <br />Task description :Clean Sediment Ponds 001 and 002 One Time <br />HOURLY EQUIPMENT COST <br />Truck/loader team -Truck <br />-Loader <br />Suppon equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Wafer trunk <br />12-18 <br />Shift basis : 1 per day <br />Cost Breakdown : rucWLoader 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 : fruck2 excavate NA NA NA NA_ <br />Utilization-machine : 96 100 NA NA NA _ NA_ <br />- -Ripper attachment: NA NA NA NA NA NA __ <br />Ownership cost/hour $20.30 $40.79 NA NA NA _ _NA <br />_ <br />~ <br />Operating cosVhour : $24.09 $40.04 NA NA NA <br />_- _ <br />_ NA <br />_ <br />_ <br />Ripper op. cost/hour. NA NA NA NA NA NA <br />Operator cosVhour : $21.72 $30.84 NA NA NA _ NA <br />Unit subtotals : $66.11 $171.66 NA NA NA _ NA _ <br />Number of units : 5 1 0 0 O ~ 0 <br />Group subtotals : Work : $442.22 Support : $0.00 Maintenance : $0.00 ' <br />Total work team cost hour : 5442.22 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,200 CCY factor : 1. i35 volume : 3,632 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 : SO <br />HOURLY PRODUCTION <br />Truck Caoaciri <br />Truck Payload (weight) <br />Basis <br />Truck Bed (volume) Basis <br />Material weight: 2,700 poundslLCY - _ Struck volume:- 12.00 LCY <br />Descr.: Earth -wet excavated Heaped volume :_ 18.00 LCY <br />Rated payload : 50,300 pounds Average volume : 15.00 LCY <br />Payload capacity : 18.63 LCY Adjusted volume':- 18.00 LCY <br /> Final truck volume based on n umber of loader passes : 17.55 LCY <br />'truck volume atljualetl to not excaetl raietl payloatl or ~eapetl volume <br /> <br /> <br />Loading Tool Caoaclty : Job Condition Corrections : Site altitude (tt.) : 6,400 <br />Rated capacity (nom. heaped) : 3.000 LCY Truck Loader Source <br />Descr.: Loose material -mixed moist aggregates (95-10 Altitude adj.: 7.000 __1.000 (Cat HB) <br />Bucket till factor : 0.975 Job efficiency : 0.830 0.830 (1 shilt/day) <br />Adjusted bucket capacity : 2.925 LCY - Net correction : 0.830 0.830 <br />