2009-10-01_PERMIT FILE - M2009030

• Permit No: M2009030
• IBM Index Class Name: PERMIT FILE
• Doc Date: 10/1/2009
• Doc Name: Adequate for approval & estimate of bond amount
• From: DRMS
• To: Coal Bed Creek Construction, Inc.
• Email Name: RCO
• Media Type: D
• Archive: No

CIRCES Cost Estimating Software
PROJECT IDENTIFICATION
Task #: 002
Date : 10/01/2009
User : RCO
State : Colorado
County : Dolores
Site : Cbci Gravel Pit
Permit/job #: M-2009-030
Abbreviation : none
Filename : M030-002
Agency or organization name : DRMS
Permit or other job action : New 110c permit
Task description : Haul construction debris to be backrilled in pit

HOURLY
EQUIPMENT :COST
Basic machine: CAT 928G

orsepower

125
Attachment no. 1 : ROPS Cab Shift basis : 1 per day
Data source : (CRG)
Utilization %
Cost Breakdown : Ownership cost/hour : $14.69 NA
Operating cost/hour : $29.34 100
Operator cost/hour : $38.54 NA
Total unit cost/hour : $82.57 Total
xxx: fleet cost/hour : $82.57

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MATERIAL QUANTITIES
; .. ..
Initial Swell Final
volume : 500 LCY factor : NA volume : 500 LCY
Source of quantity take-off : in approved mining plan
Source of estimated swell factor : NA

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HO' ..: _....._ _ ......................................................................
URLY
PRODUCTION

Cat HB)
Loader Cycle Time Unadjusted basic cycle time (load, dump, maneuver) : 0.500 minutes
Cycle Time Factors Factor (min.) Source
Material : Bank or broken material 0.040 (Cat HB)
Stockpile : Dumped by truck 0.020 (Cat HB)
Truck ownership : No adjustment - factor not applicable 0.000 (Cat HB)
Operation : Inconsistent operation 0.040 (Cat HB)
Dump target : No adjustment - factor not applicable 0.000 (Cat HB)
rvei cycle ume aaustment : u.1 uu minutes
Adjusted basic cycle time : 0.600 minutes
Rolling Resistance - Road Conditions
Haul : Rutted dirt, little maintenance, no water, 2" tire penetration
Return : Rutted dirt, little maintenance, no water, 2" tire penetration
Haul and Return Time Length
(feet) Grade res.
M Rolling res.
M Total res.
(%) Travel time
(minutes) Data
Source
Haul route : 200 0.00 5.00 5.00 0.1411 (Cat HB)
Return route : 200 0.00 5.00 5.00 0.1411 (Cat HB)
Total travel time : 0.2822 minutes
Loader Bucket Capacity Total cycle time : 0.882 minutes
Rated capacity : 2.50 LCY (heaped) . (Cat HB)
Bucket fill factor : 1.100 Other - rock/dirt mixtures (100-120%)
Adjusted capacity: 2.75 LCY
Source
Job Condition Correction Factors Altitude adjustment factor : 1.00 (Cat HB)
Site altitude : 7,800 feet Job efficiency factor : 0.83 (1 shiff/day)
Net correction : 0.83 multiplier
Unadjusted hourly unit production : 187.03 LCY/Hr
Adjusted hourly unit production : 155.24 LCY/Hr (Cat HB)
Adjusted hourly fleet production : 155.24 LCY/Hr

JOB TIME AND COST :
Fleet size : 1 Loader(s) Total job time : 3.22 Hours
Unit cost: $0.532 /LCY Total job cost : $266