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2005-04-14_REVISION - M1977205
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2005-04-14_REVISION - M1977205
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Entry Properties
Last modified
6/16/2021 5:56:51 PM
Creation date
11/21/2007 2:27:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977205
IBM Index Class Name
Revision
Doc Date
4/14/2005
Doc Name
Bond Calculation
From
DMG
To
Richard E. Curry Marilyn L. Curry dba Tri-County Gravel
Type & Sequence
TR1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br /> TRUCKING -ONLY WORK <br />PROJECT IDENTIFICATION <br />Agency or organizaGOn name :OMG <br />Task#: pia State :Coloredo PermiUjob#:M-1977-205 <br />Date: 04/132005 County:Delta Abbreviation :none <br />User. SSS Site :Tri-County Gravel Filename :M205-pia <br />Permit or other job action : TR-01 <br />Task description :Truck boulders to Site fo! glade Control Structure construction <br />HOURLY EQUIPMENT~COST <br />Cost Breakdown <br />Initial <br />volume : 93 <br />Model :Generic 12-18 cy, 6x4 Shift basis : 1 per day <br /> Job utiliza tion Y Horsepower : 325 <br />Ownership cost hour: $19.68 NA <br />Operating cosUhoun $2751 100 Weight (UST): 9.85 <br />Operator costlhour: $21.80 NA Cost data source: (CRG) <br />Total unit cost/hour: $68.99 Total fleet cesUhour: $68.99 ' <br /> <br /> Swell Loose <br />LCY factor'. NA volume: 93 ~ LCV <br />Source of quantity take-off :Assume 5' x 5' x 100'srrucrure constructed o/large boulders <br />Source of estimated swell factor : NA <br />Material purchase cost: $30.00 ILCY Total cost: $2,790 <br />HOURLY PRODUCTION ~ ~ - ' <br />Hauling Caoacity: <br />Truck Payload (weighU Basis : ~ Truck Bed (volume) Basis <br />Material weight: 3,300 poundyLCY <br />Material description <br />Basalt <br />Rated payloatl: 50,300 pounds <br />Payload capacity: 15.24 LCY <br />Truck Cvcle Time : <br />25.00 mile haul trip al: 45.0 mph (avg.)= <br />25.00 mile return trip at: 45.0 mph (avg.)= <br />Job Condition Correction Factors <br />Average site altitude : 5,380 feet <br />Altitude adjustment factor- 1.00 (~ <br />Job efficiency factor: 0.83 (1 <br />JOB COST <br />Net job correction : 0.83 <br />Fleet size : 1 Truck(s) <br />Struck volume: 72.00 LCY <br />Heaped volume: 78.00 LCY <br />Average volume: 15.00 LCY <br />Adjusted volume: 15.00 LCY <br /> <br />Exchange time (min.) <br />: 0.50 Source <br />(Cat HB) <br />Load time (min.) : 2.02 (Cat HB) <br />Haul time (min.) : 33.33 (milmph)x60 <br />Dump time (min.) : 0.90 (Caf HBJ <br />Retum time (min.) : 33.33 (mi./mph)x60 <br />Total cycle time : 70.09 minutes <br />Unadjusted unit production : 12.84 LCY/Hour <br />Adjusted unit production : 10.66 LCY/Hour <br />Adjusted Fleet production : 10.66 LCY/Hour <br />Total job time : 8.73 Hours <br />Unit cost: $36.474 /LCY Total job cost: $3,392 <br />
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