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2014-12-19_REVISION - M1977526
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2014-12-19_REVISION - M1977526
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Entry Properties
Last modified
6/16/2021 6:19:12 PM
Creation date
12/24/2014 8:50:11 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977526
IBM Index Class Name
Revision
Doc Date
12/19/2014
Doc Name
TR Submittal- Change Seed mix and add groundwater mitigation plan.
From
Albert Frei and Sons, Inc.
To
DRMS
Type & Sequence
TR4
Email Name
TAK
TOD
Media Type
D
Archive
No
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Worthing Pit Permit#M-1977-526 <br /> Technical Revision#04 <br /> December 19,2014 <br /> BOND ESTIMATE WORKSHEET <br /> Data <br /> Description Volt reegth <br /> Rock Lined Trench 56 ft 2 .03 cyd/lft <br /> Unlined Trench 242 ft 0 .33 cyd/lft <br /> Rock armoring 56 ft 1.70 cyd/lft <br /> Riprap at river 100 sq/ft 3 .0 cy <br /> Riprap at W side of road 60 sq/ft 2 .0 cy <br /> Riprap at E side of road 60 sq/ft 2 .0 cy <br /> Road crossing pipe length 60 ft <br /> Rock Haul distance 1,600 ft <br /> Equipment DATA <br /> 966H Loader Rock Haul bucket size 3 .91 cyds <br /> 315D Excavator bucket size 1.0 cyds <br /> Unit costs <br /> Trench excavation $145 .50/hr <br /> Rock Haul and placement $140 . 00/hr <br /> General labor $35.00/hr <br /> Pipe cost $138.00/20 ft <br /> Seeding cost $500.00 per acre <br /> Discussion <br /> We estimate that it will take two - 8 hour days to construct and <br /> install the outlet ditch. The equipment use hours for the excavator <br /> is listed for 10 hours since it will be idle approximately 30 percent <br /> of the time. The loader will be used to haul the on site rock from <br /> the stockpile area to the project and place it as needed. We estimate <br /> the loader will be needed for 3 hrs to complete the rock moving task <br /> and placement of each load. We have included 8 hours of general labor <br /> to allow for pipe placement, and miscellaneous labor for the project. <br /> Approximately 1.25 acres will need revegetation or remedial <br /> corrections on the project site. <br /> CONSTRUCTION COST ESTIMATE <br /> 1. Trench construction 10 hrs @ $145.50/hr $1,455 .00 <br /> 2 . Outlet armoring 3 . 0 hrs @ $140. 00/hr 420.00 <br /> 3 . Pipe cost 3 - 20 ' section @ $138.00/ Sec. 414 .00 <br /> 4 . General Labor 16.0 hrs @ $35.00/hr 560.00 <br /> 5. Revegetation, 1.25 ac @ $500.00/ac $ 625 . 00 <br /> Net Total $3,474 .00 <br /> Mobilization 514 .31 <br /> 5 . Indirect costs Insurance (2 .2%) , Bond (1.5%) , <br /> & Profit (10%) 469.68 <br /> 6 . Administration costs (5%) 23 .48 <br /> TOTAL ESTIMATE $4,481.47 <br /> Current bond for reclamation on the permit area, and the reservoir <br /> area is $230,300.00. Recommend bond remain unchanged since <br /> construction will be completed within 45 days. Now may be the time to <br /> review the current bond as much of the reclamation is done. <br />
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