Laserfiche WebLink
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 #: 061 State : Colorado Permit/job #: C1981-028 <br />Date : 0912512009 County: Weld Abbreviation :none <br />User : JHB Site: Keenesburg Mine Filename :C028-061 <br />Permit or other job action : SL4 <br />Task description : Clean sediment from Pond 2, dispose in Pit B <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Equipment Description <br />Truck/loader team -Truck : Generic 8-10 cy, 6x4 <br />-Loader : Cat 320C <br />Support equipment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader : CAT 14H <br />-Water truck : Water Tanker, 3,500 Gal. <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 excavate NA NA grader misctruk <br />% Utilization-machine : 100 94 NA NA 25 25 <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $9.54 $26.22 NA NA $41.72 $11.29 <br />Operating cost/hour : $50.12 $43.91 NA NA $15.30 $9.03 <br />Ripper op. cost/hour : NA NA NA NA $0.00 NA <br />Operator cost/hour : $24.75 $38.72 NA NA $38.91 $38.70 <br />Unit subtotals : $84.41 $108.85 NA NA $95.92 $59.02 <br />Number of units : 3 1 0 0 1 1 <br />Group subtotals : Work - $362.08 Support : $0.00 Maintenance : $154.94 <br />Total work team cost/hour : $517.03 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 486 LCY factor : NA volume : 486 LCY <br />Source of quantity take-off : Coors site plan map (110311997) assume 4" deep sediment <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br /> -------- - --- - <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 3,400 pounds/LCY Struck volume : 8.00 LCY <br />Descr.: Sand and gravel - Wet Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity : 8.02 LCY Adjusted volume': 8.02 LCY <br />Final truck volume based on number of loader passes : 7.95 LCY <br />truck volume adjusted to not exceed rated payload or heaped volume <br />Loadina Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 5,000 <br />Rated capacity (nom. heaped) : 1.630 LCY Truck Loader Source <br />Descr.:Loose material - mixed moist aggregates (95-100 Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 <br />Adjusted bucket capacity: 1.589 LCY Net correction : 0.830 0.830