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Last modified
1/25/2010 6:48:25 PM
Creation date
10/5/2006 1:17:39 AM
Metadata
Fields
Template:
Floodplain Documents
County
Delta
Community
Delta
Stream Name
Gunnison, Uncompahgre Rivers
Basin
Gunnison
Title
Cost Estimates for Removal of Debris, Bank Protection and River Training Along the Uncompahgre, Gunnison and the North Fork of the Gunnison Rivers
Date
1/1/1980
Prepared For
Delta County
Prepared By
Mt Highland Engineering
Floodplain - Doc Type
Miscellaneous
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />- <br /> <br />PRELIMINARY COST ESTIMATE FOR CHANNELIZATION <br />UP STREAM OF CERTAIN BRIDGES ON THE <br />GUNNISON AND NORTH FORK OF THE GUNNISON RIVER <br /> <br />The cost for channelization, of the streambeds upstream <br />bridges, and bank stabilization, where the bank erosion <br />years has threatened the stability of bridge structures, <br />in the following tables: <br /> <br />from specific <br />in the last two <br />are estimated <br /> <br /> , UNIT TOTAL <br />DESCRIPTION QUANTITy PRICE PRICE * <br />Channelization upstream of <br />the G-50 Road bridge on the <br />Gunnison 1,000. cv $ 2/cv $ 2,000 <br />Bank protection with large 30/cv <br />anaular rock rin-ran 100. cv $ $ 3,000 <br />Setup and moving costs for <br />construction on this bridqe 1. Is $3,OOO/ls $ 3,000 <br />Channelization upstream of <br />the 3400 Road bridge on the <br />North Fork o,f the Gunn,ison 4,000. ,cv $ 2/cv $ 8,000 <br />Abutment protection by cv 80/cv <br />aabions 100. $ $ 8,000 <br />Bank protection with large cv 30/cv <br />anqular rock rip-rap 600. $ $ 18,000 <br />Setup and moving costs for <br />construction on this bridqe 1. Is $3,OOO/ls $ 3,000 <br />Misc. 1. l,s $5,OOO/ls $ 5,000 <br />Total cost for channelization and <br />bank stabilization for two bridges <br />on the Gunnison and the North Fork <br />of the, Gunnison Rivers $ 50,,000 <br /> <br />* For purposes of the cost estimate, assumptions were made about the <br />amount of material to be removed and the extent of necessary bank <br />stabilization. the assumptions were based on engineering experience <br />and inspection of each site. <br /> <br />B-2 <br />
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