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 Estimatina Software
WHEEL LOADER - LOAD AND CARRY WORK
PROJECT IDENTIFICATION ................... ..........
Task #: 003 A State : Colorado Permit/job #: M-2009-030
Date : 10/01/2009 County : Dolores Abbreviation :none
User : RCO Site : Cbci Gravel Pit Filename : M030-003
Agency or organization name : DRMS
Permit or other job action : New 110c permit
Task description : Carry topsoil to pit for spreading

:
HOU:RLY

Basic machine :CAT 928G.;:::::.:::
QU MEN
OS

;:.; :«
Horsepower

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 fleet cost/hour : $82.57
MATERIAL QUANTITIES
Initial Swell Final
volume : 940 LCY factor : NA volume : 940 LCY
Source of quantity take-off : 2 ac x 3 in depth (x swell factor)
Source of estimated swell factor : NA
7

HOURLY PRODUCTION 7:
..
(Cat HB)
Loader Cycle Time Unadjusted basic cycle time (load, dump , maneuver) : 0.500 minutes
Cycle Time Factors Factor (min.) Source
Material : Material 314" to 6" diameter 0.000 (Cat HS)
Stockpile : No adjustment - factor not applicable 0.000 (Cat HB)
Truck ownership : No adjustment - factor not applicable 0.000 (Cat HB)
Operation : No adjustment - factor not applicable 0.000 (Cat HB)
Dump target : Nominal target 0.000 (Cat HB)
ivet cycle time adjustment : 0.000 minutes
Adjusted basic cycle time : 0.500 minutes
Rolling Resistance - Road Conditions
Haul : Rutted dirt, little maintenance, no water, 2" tire penetration
Return : Rutted dirt, little maintenance, no water, 2" fire penetration
Haul and Return Time Length
(feet) Grade res.
(%) Rolling res.
(%) Total res.
(%) Travel time
(minutes) Data
Source
Haul route : 200 0.00 5.00 5.00 0.1411 (Cat HS)
Return route : 200 0.00 5.00 5.00 0.1411 (Cat HB)
i otai travel time : 0.2822 minutes
Loader Bucket Capacity Total cycle time : 0.782 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 shift/day)
Net correction : 0.83 multiplier
Unadjusted hourly unit production : 210.94 LCY/Hr
Adjusted hourly unit production : 175.08 LCY/Hr (Cat HB)
Adjusted hourly fleet production : 175.08 LCY/Hr
JOB TIME AND COST
Fleet size : 1 Loader(s) Total job time : 5.37 Hours
Unit cost : $0.472 /LCY Total job cost : $443