2009-06-09_PERMIT FILE - C1980007

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 6/9/2009
• Section_Exhibit Name: Exhibit 53 Reclamation Cost Estimate
• Media Type: D
• Archive: No

sheet 1 of 2
PROJECT IDENTIFICATION
CIRCES Cost Estimating Software
TRUCK/LOADER TEAM WORK
Agency or organization name : Colorado Division Of Reclamation, Mining And Safety
Task #: 011 State :Colorado Permit/job # :C-80-007
Date : 0311312009 County:Gunnison Abbreviation :none
User : TAK Site : West Elk Mine Filename :0007-011
Permit or other job action :Midterm Review 6
Task description: Haul rill from Subsoil Pile #1 to Train Loadout Pond MB-4 and Sed Trap
HOURLY EQUIPMENT COST Shift basis : 1 per day
Equipment Description
Truck/loader team -Truck : Generic 10-12 cy, 6x4
-Loader : CAT 966G (2002)
Support equipment -Load area :Cat D9R - 9SU (2005)
-Dump area : Cat D9R - 9SU (2005)
Road maintenance -Motor grader
-Water truck
Cost Breakdown : Truck/Loader Work Team
Truck Loading Tool Support Equipment
Load Area Dump Area Road Maintenance Equipment
Motor Grader Water Truck
Import data filename : truck2 loader dozer dozer NA NA
% Utilization-machine : 99 100 100 100 NA NA
-Ripper attachment : NA NA 0 0 NA NA
Ownership cost/hour : $12.32 $29.49 $62.35 $62.35 NA NA
Operating cost/hour : $43.89 $40.39 $103.27 $103.27 NA NA
Ripper op. cost/hour : NA NA $0.00 $0.00 NA NA
Operator cost/hour : $21.72 $32.78 $32.78 $32.78 NA NA
Unit subtotals : $77.93 $102.66 $198.40 $198.40 NA NA
Number of units : 5 1 1 1 0 0
Group subtotals : Work : $492.30 Support : $396.80 Maintenance : $0.00
MATERIAL QUANTITIES
Initial
volume : 215 CCY
Total work team cost/hour :
Swell Loose
factor : 1.125 volume :
Source of quantity take-off : TR-82, Drawing 3
Source of estimated swell factor : CAT Handbook
Material purchase cost : $0.00 /LCY Total cost
HOURLY PRODUCTION
Truck Capacity :
Truck Payload (weight) Basis : Truck Bed (volume) Basis :
Material weight : 2,550 pounds/LCY Struck volume :
Descr.:Earth - Dry packed Heaped volume :
Rated payload : 35,400 pounds Average volume :
Payload capacity : 13.88 LCY Adjusted volume':
Final truck volume based on number of loader passes
* truck volume adjusted to not exce ed rated payload or heaped volume
Loading Tool Capacity : Job Condition Corrections :
Rated capacity (nom. heaped) : 4.750 LCY Truck
Descr.:Other - soil, boulders, roots (80 -100946) Altitude adj.: 1.000
Bucket fill factor : 0.900 Job efficiency : 0.830
Adjusted bucket capacity: 4.275 LCY Net correction : 0.830
$889.11
242 LCY
$0
10.00 LCY
12.00 LCY
11.00 LCY
12.00 LCY
8.55 LCY
Site altitude (ft.) : 6,300
Loader Source
0.920 (Cat HB
0.830 (1 shiff/da;
0.764