Laserfiche WebLink
sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name :Colorado Division O7 Minerals And Geology <br />Task # : 040 State :Colorado Permitlob # : C-92-081 <br />Date : OZ25/2003 County : Routt Abbreviation :none <br />User : JRS Site :Hayden Gulch Loadout Filename : C081-040 <br />Permit or other job action :Permit Renewal 02 <br />Task descdption :Clean Sediment Ponds 001 and 002 One Time <br />HOURLY EQUIPMENT COST <br />Truck/loader team -Track <br />-Loader <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />edc 12-18 cy, 6x4 <br />330C L <br />Shift basis : 1 per day <br />Cost Breakdown : TrucWLOader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data fiename : truck2 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 cosVhour: $20.30 $40.79 NA NA NA NA <br />Operating cosVhour : $24.09 $40.04 NA NA NA NA <br />Ripper op. cosUhour: NA NA NA NA NA NA <br />Operator cosUhour : $21.72 $30.84 NA NA NA ~ NA <br />Unit subtotals: $66.11 $111.66 NA NA NA NA <br />Number of units : 5 1 0 0 0 0 <br />Group subtotals : Work : $442.22 Support : $0.00 Maintenance : $0.00 <br />Total work team cosVhour : $442.22 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 3,200 CCY factor: 1.135 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 : $0 <br />HOURLY PRODUCTION <br />Truck Caoaclty <br />Truck Pavload (weight) Basis <br />Truck Bed (volume) Basis <br />Material weight : 2, 700 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: Earth -wet excavated Heaped volume : 18.00 LCV <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 number of loader passes : 17.55 LCY <br /> 'truck volume atljustetl to not exce ed rated oayloatl or heapetl volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ff.) : 6,400 <br />Rated capacity (nom. heaped) : 3.000 LCY Truck Loader Source <br />Descr.: Loose material -mixed moist aggregates (95-1 Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 (1 shiWday) <br />Adjusted bucket capacity : 2.925 LCY Net correction : 0.830 0.630 <br />