2008-02-20_PERMIT FILE - M2007069

• Permit No: M2007069
• IBM Index Class Name: PERMIT FILE
• Doc Date: 2/20/2008
• Doc Name: Permit Approval & Bond Calc.
• From: DRMS
• To: Centennial State Paving
• Email Name: DEG
• Media Type: D
• Archive: No

Agency or organization name : DRMS
Permit or other job action :New 112(c) Operation
Task description :Replace average of 3" of topsoil
HOURLY EQUIPMENT COST
Basic machine :Cat D8R Series 11 - 8SU (200 Horsepower : 310
Blade type :Semi-Universal
Attachment no. 1 :ROPS Cab Shift basis : 1 per day
Attachment no. 2 :3-shank ripper
Data source : (CRG)
Utilization
Cost Breakdown : Ownership cost/hour : $57.13 NA
Operating cost/hour : $77.13 100
Ripper op. cost/hour : $3.35 50
Operator cost/hour : $32.78 NA
Total unit cost/hour : $170.39 Total fleet cost/hour : $170.39
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MATERIAL QUANTITIES ..::::....................................................................... .............................................. ...........
Initial Swell Loose
volume : 16,597 CCY factor : 1.115 volume : 18,506 LCY

Source of estimated volume :Operator Estimate
Source of estimated swell factor :CAT Handbook

HOURLY PRODUCTION ....................................................
Job Condition Correction Factors ,....................,; ,;,,,,.Source.,,,.:
Operator skill : 0.75 (avg.)
Average push distance : 100 feet Material consistency : 1.00 (Cat HB)
Unadjusted hourly production : 852.6 LCY/hr Dozing method : 1.00 (gen.)
Visibility : 1.00 (avg.)
Material consistency description : Job efficiency : 0.83 (1shiff/day)
Consolidated stockpile Spoil pile : 0.80 (fnd-rf)
Push gradient : 1.11 (Cat HB)
Average push gradient : 5.00 % (neg) Altitude : 1.00 (Cat HB)
Average site altitude : 4,400 feet Material weight : 1.10 (Cat HB)
Blade type : 1.00 (S/SU/U)
Material weight : 2,100 Ibs/LCY Net correction : 0.61
Weight description
Earth -Loam
JOB TIME AND COST
Fleet size : 1 Dozers)
Unit cost : $0.329 /LCY Total job cost : $6,081