Laserfiche WebLink
Task description: Grade <br />Site: Sharp Gravel Pit <br />BULLDOZER WORK <br />3HAV <br />Permit Action: Surety Reduction <br />PROJECT IDENTIFICATION <br />Task #: 101 State: <br />Date: 9/19/2013 County: <br />User: TOD <br />Colorado <br />Bent <br />Agency or organization name: DRMS <br />HOURLY EQU <br />Basic Machine: <br />Horsepower: <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />IPMENT COST <br />Cat D8T - 8U <br />310 <br />Universal <br />3 -shank ripper <br />1 per day <br />(CRG) <br />Page 1 of 2 <br />Permit/Job #: M2012036 <br />Abbreviation: None <br />Filename: M036 -101 <br />Total unit Cost/Hour: $211.01 <br />Total Fleet Cost/Hour: $422.03 <br />MATERIAL QUANTITIES <br />Initial Volume: 32,800 <br />Swell factor: 1.250 <br />Loose volume: 41,000 LCY <br />Source of estimated volume: Pit — 940ftX1250ft Perimeter =3280ft Highwall Max 30ft <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />110 feet <br />874.6 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />-20% <br />3,900 feet <br />2,650 lbs /LCY <br />Weight description: Decomposed rock - 25% Rock, 75% Earth <br />Job Condition Correction Factor <br />Source <br />Operator Skill: 0.750 <br />Utilization % <br />Ownership Cost/Hour: <br />$63.00 <br />Dozing method: 1.100 <br />NA <br />Operating Cost/Hour: <br />$104.06 <br />100 <br />Ripper op. Cost/Hour: <br />$6.53 <br />100 <br />Operator Cost/Hour: <br />$37.41 <br />NA <br />Total unit Cost/Hour: $211.01 <br />Total Fleet Cost/Hour: $422.03 <br />MATERIAL QUANTITIES <br />Initial Volume: 32,800 <br />Swell factor: 1.250 <br />Loose volume: 41,000 LCY <br />Source of estimated volume: Pit — 940ftX1250ft Perimeter =3280ft Highwall Max 30ft <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />110 feet <br />874.6 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />-20% <br />3,900 feet <br />2,650 lbs /LCY <br />Weight description: Decomposed rock - 25% Rock, 75% Earth <br />Job Condition Correction Factor <br />Source <br />Operator Skill: 0.750 <br />(AVG.) <br />Material consistency: 0.900 <br />(CAT HB)) <br />Dozing method: 1.100 <br />(50% SL) <br />CIRCES Cost Estimating Software <br />