PERMFILE67355

• Permit No: M2005071
• IBM Index Class Name: Permit File
• Doc Date: 4/20/2006
• Doc Name: New 112c permit application bond calc
• From: CIRCES Cos Estimate Software
• To: File
• Media Type: D
• Archive: No

sheet 1 of 2
CIRCES Cost Estimating Software
TRUCK/LOADER TEAM WORK
PROJECT IDENTIFICATION
Agency or organization name :DMG
Task # : 04a State :Colorado Pennit/job # : M-2005-071
Date: 04/20/2006 County:Delta Abbreviation :none
User : SSS Site :Benson Bros Red Shale Pit Filename : M071-04a
Permit or other job action :New 112c permit application
Task description :Haul topsoil from stockpiles to locations across mine benches
~_ ~. __..__ ..._...._ _-_...T_ -. _--____.__ .._.. _._ ,_ __.._ _ _ ._...___ __.~...... _ _ _
HOURLY EQUIPMENT COST Shift basis : 1 per tlay
(Equipment Description
Truck/loader team -Truck:
-Loader:
Support equipment -Load area
-Dump area
Road maintenance -Motor grader
-Water track
uric 10.12 cy, 6x4
950G (2002)
Tanker $500 Gal.
Cost Breakdown : Tmck/Loader Work Team
Truck Loading Tool Support Equipment
Load Area Dump Area Road Maintenance Equipment
Motor Grader Water Truck
Import data filename : truck2 loader NA NA NA misctruk
°/,Utilization-machine: 92 100 NA NA NA 20
-Ripper attachment : NA NA NA NA NA NA
Ownership cost hour: $16.84 $18.57 NA NA NA $10.95
Operating cosUhour : $23.70 $28.00 NA NA NA $4.12
Ripper op. cosOhour : NA NA NA NA NA NA
Operator cosOhour : $21.75 $32.53 NA NA NA $21.16
Unit subtotals : $62.29 $79.10 NA NA NA $36.23
Number of units : 2 1 0 0 0 1
Group subtotals : Work : $203.69 Support : $0.00 Maintenance : $36.23
Total work team cosUhour : $239.92
MATERIAL QUANTITIES
Initial Swell Loose
volume : 807 LCY factor : NA volume : 807 LCY
Source of quantity take-off :Assume 3 acres covered with 2 inches of topsoil
Source of estimated swell factor : NA
Material purchase cost : $0.00 /LCY Total cost : $0
t.. .____ ..__.______.___._. _.___-_._ _.._ _. _.__..m_. _.
HOURLY PRODUCTION
Truck Caoaciri
Truck Pavload (weight) Basis : Truck Bed (volume) Basis
Descr.
Matedal weight : 1,600 pounds/LCY Struck volume : 10.00 LCY
Soil Heaped volume: 12.00 LCY
Rated payload : 35,400 pounds Average volume : 11.00 LCY
Payload capacity : 22.12 LCY Adjusted volume`: 12.00 LCY
Final truck volume based on number of loader passes : 11.81 LCY
'truck volume atljusted to not exceed rated payloatl or heaped volume
Loading Tool Cagaeiri
Rated capacity (nom. heaped) : 3.750 LCY
Descr.:Other-moist loam (100-110%)
Bucket fill £actor : 1.050
Adjusted bucket capacity : 3.938 LCY
Job Condition Corrections : Site altitude (fl.) : 6,340
Truck Loader Source
Altitude adj.: 1.000 1.000 (Cat HB,
Job efficiency : 0.830 0.830 (1 shifl/daj
Net correction : 0.830 0.830