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Permit No.M-1977J01 <br /> Company:Pete Lien&Sons <br /> Mine:Roberts Quarry <br /> By:CIIM Back,Pete Lien and Sons,Inc. <br /> Date:March 1,2019 <br /> Task:Topsoil Application <br /> HOURLY EQUIPMENT COST <br /> Equipment Description IShift Basis:1 Per Day <br /> Scraper. ICAT 623G <br /> Dozer. INA <br /> MSu ortEquipment-Load Area: NA <br /> Su rtE ul ment-Dum Arc": CAT DBT-SSU <br /> Road Maintenance-Motor Grader. INA <br /> Road Maintenance-Water Truck: lWater Tanker,3,500 Gal. <br /> Roberts Cost Breakdown: Sniper Work Team Support Equipment Maintenance Equipment <br /> Scraper Dozer Load Area Dump Area Motor Grader Water Truck <br /> %Utilization-Machine: 300 NA NA 100 NA 2S <br /> Ownershl Co $75.81 NA NA $62.67 NA $10.57 <br /> O eratin Cost/Xour $140.00 NA NA $107.59 NA $9.05 <br /> MRI erOp.Cost/Hour.. NA NA NA $0.00 NA $0.00 <br /> O retor Cost/Xour: $39.02 NA NA $38.85 NA $0.00 <br /> Unit Subtotals: $254.83 NA NA $2D9.11 NA $19.63 <br /> Number of Units: 4 0 0 1 0 1 <br /> Group Subtotals. Work$1019.32 Support:$209.11 Maintenance: 19.63 <br /> Roberts Total Work Teem Cost/Hour: $1,248.06 <br /> ROBERTS MATERIAL QUANTITIES <br /> Topsoil initial Volume: 26839 CCY <br /> Swell Factor. 1 <br /> Loose Volume: 269"LCY <br /> Source of Estimated Volume: DRMS/GIS <br /> Source of Ertlmated Swell Factor. CAT Handbook Verified <br /> Material Purchase Cost: $0.00 <br /> Total Cost: $0.00 <br /> HOURLY PRODUCTON <br /> Scraper C"Pai <br /> Material Weight, I <br /> 2400 Pounds/LCY(COE Handbook <br /> Descritlon: Sand/Soil-D Loose <br /> Rated Payload, 55200Pounds <br /> Payload Capacity: 23 1 LCY <br /> Scraper Bova(Volume)Basis: <br /> Struck Volume: 18 LCY <br /> Hea ed Volume: 23 LCY <br /> Awnege Volume: 20.5 LCY <br /> Adjusted Capacity: 1 20.5 1 LCY <br /> Cycle Time. <br /> Source <br /> Scra er Loadin Time min.: 1 0.9 CAT HB <br /> Maneuver and Spread Time(min.): 1 0.71 CAT HB <br /> Job Condition Corr-ions: <br /> Scraper Push Dozer Source <br /> Altitude Ad'.: 1 NA GT1/B <br /> Job Efficiency, 0.88 NA ICAT HB <br /> Net Correction: 0.83 NA <br /> Tr vel Time: <br /> Road Condition:Hard,smooth,stabilized,surfaced,watered,maintained <br /> Haul Route <br /> Sep Haul Distance Grade% Rollin Res.% Total Res.% Velocity f m Calculated Travel Time min <br /> 1 500.00 -20.00 2.00 .18.00 &33 0.600 <br /> Used 623G Rimpull-Speed Gradeability Brake Curves&Retarder <br /> Return Route Actual Haul Time: 040 Minutes Cu-,Shift Times,Efficiencies,and 500'Haul <br /> Sep Haul Distance Grade% Rollin Rex 1L Total Res.% VelocityT m Calculated Travel Time min <br /> 1 500.00 20.00 2.00 22.W 530 0.943 <br /> Used 623G Rimpull-Speed Gradeability Brake Curves&Retarder <br /> Actual Return Tura: 0.951 Mlnubs Cu-,Shift Times,Efficiencies,and SOY Haul <br /> tal To Scraper Cycle Time: 3.4D1 Mhw[es <br /> Ad usted for lob Conditions: 800.14 LCY/Hour <br /> Selected N umber of5m rs 95m <br /> Ad'urted Sin le Scraper Team unit Ho u Production: 1200.559146 LCY Hour <br /> Ad ustad Multi le Scraper Team beet Xoud Production: 1200.559146 LCY/Hour <br /> Unadlsted UnitPrnduction/Hour. 361.61 LCY/Hour <br /> OpSinwl Number of Snipers Per Push Dozer. NA Scraper(s) <br /> JOB TIME&COST <br /> Fket Size: 1 Te.m(z) <br /> Total lob Time: 22.36 Hours <br /> Unit Cost: $1.04 /LCY <br /> Total Job Con: $27,9DO.90 Wllars <br />