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C150385 Feasibility Study
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C150385 Feasibility Study
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Last modified
12/16/2016 1:34:49 PM
Creation date
2/5/2014 11:48:01 AM
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Loan Projects
Contract/PO #
CT2015-018
C150385
Contractor Name
Beeman Irrigating Ditch and Milling Company
Contract Type
Loan
Water District
2
County
Weld
Loan Projects - Doc Type
Feasibility Study
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TABLE 2 <br />OPINION OF COST <br />- BEEMAN DITCH FLOOD REPAIR <br />ALTERNATIVE #2 - PHASE 1 <br />Item No. <br />Description <br />Qty <br />Units <br />Unit Price <br />Amount <br />Phase 1 <br />1 <br />Mobilization, Insurance, Bonds <br />1 <br />L.S. <br />$ 45,678 <br />$ 45,678 <br />2 <br />Diversion and Bifurcation Structure <br />Demolition & Removal of existing Structures <br />1 <br />L.S. <br />$ 71500.00 <br />$ 71500 <br />Diversion Headwall <br />42 <br />C.Y. <br />$ 750.00 <br />$ 31,500 <br />Diversion Slide Gate, 12'W x 6' H <br />1 <br />EA. <br />$ 30,000.00 <br />$ 30,000 <br />Cone. Channel, H.G. to Bifurcation, 16'Wx7'Dx250'L <br />205 <br />C.Y. <br />$ 750.00 <br />$ 153,750 <br />Cone. Channel, Beeman HG to Ex., 10'Wx7'Dx50'L <br />50 <br />C.Y. <br />$ 750.00 <br />$ 37,500 <br />Beeman Slide Gate, 8'W x6'H <br />1 <br />EA. <br />$ 25,000.00 <br />$ 25,000 <br />Rip -Rap, @ Beeman Structure, @ Headwall <br />125 <br />Tons <br />$ 35.00 <br />$ 41375 <br />Cone. Channel, Meadow Is. HG to Ex., 10'Wx7'Dx32'L <br />25 <br />C.Y. <br />$ 750.00 <br />$ 18,750 <br />Flow Measurement, Allowance <br />3 <br />EA. <br />$ 15,000.00 <br />$ 45,000 <br />Safety Rail <br />760 <br />L. F. <br />$ 35.00 <br />$ 26,600 <br />4' Wide walkway w/ Safety Rails at each Slide Gate <br />30 <br />L. F. <br />$ 450.00 <br />$ 13,500 <br />Channel Excavation <br />2500 <br />C.Y. <br />$ 3.00 <br />$ 71500 <br />Channel Subgrade <br />350 <br />Tons <br />$ 25.00 <br />$ 81750 <br />Channel Backfill <br />1500 <br />C.Y. <br />$ 3.00 <br />$ 41500 <br />$ 414,225 <br />3 <br />Reroute River @ Island Breach <br />Island Fill <br />7500 <br />C.Y. <br />$ 3.00 <br />$ 22,500 <br />Channel Fill <br />7800 <br />C.Y. <br />$ 3.00 <br />$ 23,400 <br />Riprap (24" D50 =12 ") -Left Side of Island <br />600 <br />Tons <br />$ 35.00 <br />$ 21,000 <br />Riprap Bedding- (6 ") -Left Side of Island <br />150 <br />Tons <br />$ 25.00 <br />$ 31750 <br />$ 70,650 <br />4 <br />"Big" Dam <br />Remove Sediment Downstream of Dam <br />9000 <br />C.Y. <br />$ 3.00 <br />$ 27,000 <br />Repair Left Abutment Dam To Sheetpile <br />Excavation /Fill <br />500 <br />C.Y. <br />$ 6.00 <br />$ 31000 <br />Riprap (24" D5o =12 ") <br />100 <br />Tons <br />$ 35.00 <br />$ 3,500 <br />Riprap Bedding (6 ") <br />50 <br />Tons <br />$ 25.00 <br />$ 11250 <br />$ 34,750 <br />5 <br />"Small" Dam <br />Remove Sediment Downstream of Dam <br />8500 <br />C.Y. <br />$ 3.00 <br />$ 25,500 <br />Fill & Armor Left Abutment DS of Dam <br />Fill <br />1000 <br />C.Y. <br />$ 3.00 <br />$ 31000 <br />Riprap (24" D50 =12 ") <br />350 <br />Tons <br />$ 35.00 <br />$ 12,250 <br />Riprap Bedding (6 ") <br />100 <br />Tons <br />$ 25.00 <br />$ 21500 <br />$ 43,250 <br />6 <br />Beeman Ditch Channel <br />Remove Approach Channel Sediment <br />2700 <br />C.Y. <br />$ 3.00 <br />$ 81100 <br />$ 8,100 <br />Total Phase 1 $ 6169653 <br />
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