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2006-03-06_REVISION - M1979103
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2006-03-06_REVISION - M1979103
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Entry Properties
Last modified
6/15/2021 6:05:57 PM
Creation date
11/21/2007 9:49:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979103
IBM Index Class Name
Revision
Doc Date
3/6/2006
Doc Name
Initial Bond Calculations
From
DMG grm
To
Diana Watson
Type & Sequence
CN1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />SCRAPER -ONLY WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 03a State :Colorado <br />Date : 03/01/2006 County :Rio Blanco <br />User : GRM Site :Amick Pit <br />Permit/job#:M-1979-103 <br />Abbreviation :none <br />Filename : M103-03a <br />Permit or other job action : CN-Of Initial Bond Calculations <br />Task descdption :place overburden on 32 acres off/at area <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 (2001) Shin basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 490 <br />Ownership cosVbour : $65.49 NA Weight (UST) : 56.34 <br />Operating cosUhour : $119.05 100 Cost data source : (CRG) <br />Operator cosUhour : $24.95 NA <br />Total unit cosVhour : $209.49 Total fleet cosUhour : $418.97 <br /> <br />_: <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 51,626 LCY factor : NA volume: 51,828 LCY <br /> <br />Source of quantity take-off :32 acres X 43560/27 1 foot depth <br />Source of estimated swell factor : NA <br /> <br />HOURLY PRODUCTION <br />Hauling Caoacitv <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 23.20 LCY <br />Material description : Heaped volume : 34.00 LCY <br />Earth -Dry packed Average volume : 28.60 LCY <br />Rated payload : 82,000 pounds <br />Payload capacity : 32.16 LCY Adjusted capacity : 28.80 LCY "' <br />CvGe Time (load + haul + soread + returnl : Loading time : 0.90 minutes' <br /> Maneuver and spreading time : 0.70 minutes <br />TmVel time : ' loatling time per pair on pusRpull motlels <br />Route ~ Distance (feet) ~ Grade (°!°) I Roll. re~ Total res.(%~ fpm) ~ el time (min.) <br />Haul: 500 2.0 r 5.0 7.0 977 w <br />0.58 I tminutes" <br />Return : 500 I -2.0 ` 5.0 3.0 2,999 I _ 0.17 Lminutes `_ <br />" Uavel time atljusled for acceleration and deceleration at toga and dump points <br />velocities are max. attainable per total resistance shown, not average Total cycle time 2.35 minUteS <br />Job Condition Correction Factors <br />Site altitude (feet) : 6,520 Adjusted Houdv Production <br />Altitude adjustment factor : 0.96 (Cat HB) Unadjusted unit production : 730.29 LCY/Hour"' <br />Job efficiency factor : 0.83 (1 shiN/day) Adjusted unit production : 581.89 LCY/Hour <br /> Adjusted Fleet production : 1,163.78 LCY/HOUr <br />Net job COrreGflOn fatter'. 6.80 "' 2 times volume on push-pun models <br />J08 TIME AND COST <br />Fleet size : 2 Scraper(s) Total job time : 44.36 Hours <br />Unit cost : $0.360 /LCY Total job cost : $18,588 <br />
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