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2008-02-01_REVISION - M1977205
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2008-02-01_REVISION - M1977205
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Last modified
6/16/2021 6:02:56 PM
Creation date
12/8/2008 1:39:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977205
IBM Index Class Name
REVISION
Doc Date
2/1/2008
Doc Name
TR approval and bond calculation
From
DRMS
To
Greg Lewicki and Associates
Type & Sequence
TR2
Email Name
SSS
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />TRUCKING - ONLY WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DRMS <br />Task #: 05b State : Colorado Permit/job #:M-1977-205 <br />Date : 0113112008 County : Delta Abbreviation :none <br />User : SSS Site : Tri County Gravel Filename : M205-05b <br />Permit or other job action : TR-02 <br />Task description : Purchase and haul boulders to site for riverbank/dike armoring <br />HOURLY EQUIPMENT COST <br />Model : Generic 15-18 cy, 6x4 Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 450 <br />Ownership cost/hour : $19.20 NA <br />Operating costlhour : $53.05 100 Weight (UST) : 10.51 <br />Operator cost/hour <br />$21.72 <br />NA <br />Cost data source : (CRG) <br />Total unit cost/hour : $93.96 Total fleet cost/hour : $375.83 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,533 LCY factor : NA volume : 2,533 LCY <br />Source of quantity take-off : 700'L x 30'W armored w/ 36" dia. boulders + 200 for ditch <br />Source of estimated swell factor : NA <br /> <br />Material purchase cost : $20.00 /LCY Total cost : $50,660 <br />HOURLY PRODUCTION <br />Hauling Capacity: <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,800 pounds/LCY Struck volume : 15.00 LCY <br />Material description : Heaped volume : 18.00 LCY <br />Granite - Broken Average volume : 16.50 LCY <br />Rated payload : 63,980 pounds <br />Payload capacity : 22.85 LCY Adjusted volume : 16.50 LCY <br /> Source <br />Truck Cycle Time : Exchange time (min.) : 0.50 (Cat HB) <br /> Load time (min.) : 2.50 (Cat HB) <br />25.00 mile haul trip at : 45.0 mph (avg.) = Haul time (min.) : 33.33 (mi.1mph)x60 <br /> Dump time (min.) : 0.90 (Cat HB) <br />25.00 mile return trip at : 45.0 mph (avg.) = Return time (min.) : 33.33 (mi.1mph)x60 <br /> <br /> Total cycle time : 70.57 minutes <br />Job Condition Correction Factors <br /> <br />Average site altitude 6,500 feet Adjusted Hourly Truck Production <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) Unadjusted unit production : 14.03 LCY/Hour <br /> Adjusted unit production : 11.64 LCY/Hour <br />Net job correction : __0.83 Adjusted fleet production : 46.58 LCY/Hour <br />JOB COST , <br />Fleet size : 4 Truck(s) Total job time : 54.38 Hours <br />Unit cost : $28.069 /LCY Total job cost : $71,099 <br />
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