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2014-03-21_REVISION - M1991133
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2014-03-21_REVISION - M1991133
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Entry Properties
Last modified
6/16/2021 2:12:33 PM
Creation date
3/21/2014 2:46:27 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1991133
IBM Index Class Name
REVISION
Doc Date
3/21/2014
Doc Name
Transfer of Permit SO01
From
Operator
To
DRMS
Type & Sequence
SO1
Inspection Date
11/19/2013
Email Name
WHE
GRM
Media Type
D
Archive
No
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Page 1 of 2 <br />BULLDOZER WORK <br />Task description: Rip and rough grade 12 acres <br />Site: Valdez Gravel Mine Permit Action: SO -01 bond update Permit/Job #: M1991133 <br />PROJECT IDENTIFICATION <br />Task #: 002 <br />Date: 3/19/2014 <br />User: WHE <br />State: Colorado Abbreviation: <br />County: Conejos Filename: <br />Agency or organization name <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Horsepower: <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />Cat D8T - 8U <br />310 <br />Universal <br />3 -shank ripper <br />1 per day___ <br />(CRG) <br />DBMS <br />Total unit Cost/Hour: <br />Total Fleet Cost/Hour: <br />$211.01 <br />$211.01 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,680 <br />Swell factor: 1.000 <br />Loose volume: 9,680 LCY <br />Source of estimated volume: (12a0(43560sf/ac)(0.5'D) / 27 = 9680 cy <br />Source of estimated swell factor: NA <br />HOURLY PRODUCTION <br />Average push distance: 50 feet <br />Unadjusted hourly production: 1,627.0 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Utilization % <br />Ownership Cost/Hour: <br />$63.00 <br />NA <br />Operating Cost/Hoar: <br />$104.06 <br />100 <br />Ripper op. Cost/Hour: <br />$6.53 <br />100 <br />Operator Cost/Hour: <br />$37.41 <br />NA <br />Total unit Cost/Hour: <br />Total Fleet Cost/Hour: <br />$211.01 <br />$211.01 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,680 <br />Swell factor: 1.000 <br />Loose volume: 9,680 LCY <br />Source of estimated volume: (12a0(43560sf/ac)(0.5'D) / 27 = 9680 cy <br />Source of estimated swell factor: NA <br />HOURLY PRODUCTION <br />Average push distance: 50 feet <br />Unadjusted hourly production: 1,627.0 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />0% <br />Average site altitude: <br />7,900 feet <br />Material weight: <br />2,9001bs/LCY <br />Weight description: <br />Sand and gravel - Dry <br />Job Condition Correction Factor <br />Source <br />Operator Skill: 0.750 <br />AVG. <br />Material consistency: 0.900 <br />CAT HB <br />Dozing method: 1.000 <br />GEN. <br />None <br />M133 -002 <br />CIRCES Cost Estirmting Software <br />
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