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Bulldozer Worksheet Cont'd <br />Task # 203 Page 2 of 2 <br />Visibility: 1.000 <br />(AVG.) <br />Job efficiency: 0.830 <br />(1 SHIFT/DAY) <br />Spoil pile: 0.700 <br />(FND-MF) <br />Push gradient: 1.225 <br />(CAT HB) <br />Altitude: 1.000 <br />(CAT HB) <br />Material Weight: 0.821 <br />(CAT HB) <br />Blade type: 1.000 <br />(PAT) <br />Net correction: 0.3068 <br />Adjusted unit production: 381.41 LCY/hr <br />Adjusted fleet production: 381.41 LCY/hr <br />JOB TIME AND COST <br />Fleet size: 1 Dozer(s) <br />Unit cost: $0.686ILCY <br />Total job time: 9.52 Hours <br />Total job cost: $2,488.76 <br />Note: Volume based on 1.5 acres of medium -depth grading (1.5 ft deep) including staging and <br />equipment storage areas, and one waste rock disposal area (WRDA). <br />CIRCES Cost Estimating Software <br />