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<br />., . '/.. <~. <br /> <br />I-" <br />en <br />en <br />-.] <br /> <br />CDnstructiDn CDst Estimate Prepared by Grand JunctiDn PrDjects Office <br />Feasibility Estimate LDwer GunnisDn Basin Unit GrDup <br />Prices as Df OctDber 1991 February 25, 1992 <br /> . <br /> QuantitY Unit Unit Cos1 SubtDtals T Dtals <br />Laterals Under the Selig Canal <br />Land and Rights <br />Rights Df Way AquisrtiDn 35 miles $200,00 $7,000 $7,000 <br />RelDcatiDn Df PrDperty Df Others <br />Fann RDad CrDssings 45 ea $500,00 $22,500 <br />County RDad CrDssings 1 ea $1,000,00 $1,000 <br />Gaging StatiDn Lump Sum Is $10,800 $34,300 <br />Waterways <br />PVC Pipe <br />6"' 4004 ~ $9,96 $39,900 <br />8" 1552 ~ $10,79 -, $16,700 <br />CDncrete Pipe , <br />12" 22378 ~ $10,84 , $242,600 <br />15" 5440 ~ $15,16 -.. $82,500 <br />18" 18696 ~ $16,26 -- $341,600 <br />21' 50407 ~ $19,83 " $999,600 <br />24" 5600 ~ $22,52 , $130,600 <br />2T' 16900 If $23,07 , $436,000 <br />30" '15211 ' ~ - $29,86 , $454 ,500 <br />42" 40000 ~ $64,65 $2,586,000 $5,330,200 <br />Pipe Plant - 20% Lump Sum Is $200,000 $200,000 <br />Waterway Structures <br />Parshall Flume Turnouts 218 ea $1,500,00 $327,000 <br />Drain inlets 8 ea $184,00 $1,500 $328,500 <br />Waterwav Protective Works 35 miles $2,000,00 $70,000 $70,000 <br /> Cost $5,970,000 <br /> 20% Contingencies $1,194000 <br /> -- Subtotal $7,164,000 <br /> 14% Eng and Overhead $1,003,000 <br /> Total Construction Cost $8,167,000 <br />Laterals under the East Canal <br /> ..- <br />Land and Rights <br />Rights of Way Aquisrtion 47 miles $200,00 $9,400 $9,400 <br /> - - <br />Relocation of Property of Others ' -- , <br />Fann Road Crossings 32 ea $500,00 $16,000 <br />County Road Crossings 11 ea $1,000,00 -- $11,000 <br />Gaging Station Lump sum Is $12,000 $39,000 <br />Waterways <br />Concrete Pipe <br />12" 27016 II $10,84 $292,900 <br />15" 13902 ~ $15,16 $210,600 <br />18' 37604 ~ $18,28 $691,100 <br />24' 59302 ~ $22,52 $1,335,500 <br />27" 41000 ~ $23,07 $945,900 <br />42" 70440 ~ $64,65 $4,553,900 $6,030,100 <br />Pipe Plant - 27% Lump sum Is $270,000 $270,000 <br />Waterway Structures <br />Pamhall Flume Turnouts 265 ea $1,500,00 $397,500 $397,500 <br />Waterwav Protective Works 47 miles $2,000,00 $94,000 $94,000 <br /> Cost $8,640,000 <br /> 20% Contingencies $1 768,000 <br /> Subtotal $10,608,000 <br /> 14% Eng and Overhead $1,485,100 <br /> Total Construction Cost $12,093 100 <br /> <br />. <br /> <br />.' <br /> <br />. <br />