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
CIRCES Cost Estimating Software
TRUCKILOADER TEAM WORK
PROJECT IDENTIFICATION
Agency or organization name: Colorado Division Of Reclamation, Mining And Safety
Task # : 008 State : Colorado Permit/job # : C-80-007
Date : 0311312009 County : Gunnison Abbreviation :none
User : TAK Site : West Elk Mine Filename : 0007-008
Permit or other job action :Midterm, Review 6
Task description : Replace topsoil from stockpile #5
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 : NA
-Water truck :NA
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 : 86 100 100 100 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 : $37.76 $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 : $71.80 $102.66 $198.40 $198.40 NA NA
Number of units : 3 1 1 1 0 0
Group subtotals : Work : $318.05 Support : $396.80 Maintenance : $0.00
Total work team cost/hour : $714.86
MATERIAL QUANTITIES
Initial Swell Loose
volume : 120 CCY factor : 1.125 volume : 135
Source of quantity take-off :Page 2.05-53
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 exceed rated payload or heaped volume
10.00 LCY
12.00 LCY
11.00 LCY
12.00 LCY
8.55 LCY
Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.): -6,300
Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source
Descr.:Other - soil, boulders, roots (80 -100%) Altitude adj.: 1.000 0.920 (Cat HB)
Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (1 shift/day)
Adjusted bucket capacity: 4.275 LCY Net correction : 0.830 0.764

$0
LCY