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PERMFILE47808
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PERMFILE47808
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Entry Properties
Last modified
8/24/2016 10:49:49 PM
Creation date
11/20/2007 1:18:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2003037
IBM Index Class Name
Permit File
Doc Date
10/1/2003
Doc Name
Preliminary Bond Calculations
From
DMG-grm
To
Banks and Gesso
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />SCRCPER - ANLV WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task#: 01a State:Coloredo <br />Date : 10/012003 County :Montrose <br />User : GRM She : Haldorson S & G Mine <br />Permit or other job action :Final Reclamtion Costs Estimate -initial <br />Task descdption :strip topsoil from 2 acres of Phase 3 <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 Shin basis : 1 per day <br />Cost Breakdo wn : Job utilization % Horsepower : 490 <br /> Ownership cosVhour : $67.49 NA Weight (UST) : 56.34 <br /> Operating cosVhour : $107.58 100 Cost data source : (CRG) <br /> OperatorcosUhour: $25.43 NA <br /> Total unit cosVhour : $200.51 Total fleet cost/hour : $401.01 <br />MATERIAL Q UANTITIES <br />Initial Swell Loose <br />volume: 6,453 CCY factor : 1.215 volume: 7,840 LCY <br />Source of quantity take-off :2 acres X 43560 / 27 =6453 <br />Source of estimated swell factor :cat handbook <br />Haulinc CaoaciN <br />Basis <br />Matedal weight; 1,600 pounds/LCY <br />Material description <br />Top Soil <br />Rated payload; 82,000 pounds <br />Payload capacity ; 51.25 LCY <br />Cvcle Time (load + haul + spread + return) <br />Travel time <br />Bowl (volume) Basis <br />Heaped volume : 34.00 LCY <br />Average volume : 28.60 LCY <br />Adjusted capacity : 28.60 LCY "' <br />Loading time : 0.90 minutes' <br />Maneuver and spreading time : 0.70 minutes <br />loetling lime per pair on puah-pull modals <br />Route Distance (feet) Grade (%) Roll, res.(°k) Total res.(%) ~ Velocity (fpm) ~ Travel time (min.) <br />Haul: 500 2.0 5.0 7.0 977 0.51 inutes" <br />Return: 500 -2.0 5.0 3.0 2,999 0.17 minutes" <br />"trevel time edjuelad for ecceleretion arW deceleration ffi load and dump poiMe <br />veMCitiea are mar anainable pas total resistance shoes, rwt average <br />Job Condition Correction Factors <br />Site altitude (feet) : 5,800 <br />Altitude adjustment factor : 0.96 (Cat HB) <br />Job efficiency factor : 0.83 (1 shitt/day) <br />Net job wrcection factor <br />7otat cycle time 2.28 minutes <br />Adiusted Houdv Production <br />Unadjusted unit production : 753.73 LCY/Hour"' <br />Adjusted unit production : 500.09 LCYlHour <br />Adjusted fleet production : 1,200.19 LCYMour <br />' 2limea volume on pushyull modeb <br />JOB TIME AND COST <br />Fleet size : 2 Saaper(s) Total job time : 6.53 Hours <br />Unit cost : $0.334 /LCY Total job cost : $2, 820 <br />Perm~ob # : M--2003-037 <br />Abbreviation :none <br />Filename : M037-Ofa <br />
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