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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 />CONSTRUCTION COST ESTIMATE <br />CITY OF GRANO JUNCTION <br />NORTH FORK TO JUNIATA OIVERSION <br />SEPTEMBER 1985 <br /> <br />DESCRIPTION <br /> <br />QUANT !TY <br /> <br />_M______________________________________________________________________________________________________________ <br /> <br />UNITS <<<<<<<<<<<< UNIT PRICE >>>>>>>>>>>> <br />MATERIAL LABOR TOTAL <br /> <br />TOTAL <br />COST <br /> <br />====ce===:==:::::::=:=::=::::::=:===:::=::=::::::=:===ccc=ce=:=:=:=:=::=====:=:==::=========::::::=:====:===c=== <br /> <br />CCC DIVERSION ALIGNMENT ALT. B-1 <br />UNLINED CHANNEL <br />Mobilization <br />Clear & Grub <br />Diversion Structures (2) <br />Culverts (4) 36" Carr Alum Pipe <br />Channel Excavation <br />Rock-lined Channel wI Membrane (flat) <br />Rock-lined Channel wI Membrane (steep) <br /> <br />1 <br />4 <br />1 <br />200 <br />2750 <br />500 <br />1000 <br /> <br />LS <br />AC <br />LS <br />LS <br />CY <br />LF <br />LF <br /> <br />$2,500.00 <br />$1,000.00 <br />$13,570.00 <br />$40.00 <br />$5.70 <br />$35.09 <br />$65.63 <br /> <br />$2,500.00 <br />$4,000.00 <br />$13,570.00 <br />$8,000.00 <br />$15,675.00 <br />$17 ,545.00 <br />$65,630.00 <br /> <br />---------------------------------------------------------------------------------------------------------------- <br /> <br />TOTAL <br />10% CONTINGENCY <br /> <br />TOTAL CONSTRUCTION <br />20% ENGR, LEGAL, ADMIN <br /> <br />TOTAL COST <br /> <br />CONSTRUCTION COST ESTIMATE <br />CITY OF GRAND JUNCTION <br />NORTH FORK TO JUNIATA DIVERSION <br />SEPTEMBER 1985 <br /> <br />$126,920.00 <br />$12,692.00 <br /> <br />$139,612.00 <br />$27,922.40 <br /> <br />$167,534.40 <br /> <br />DESCRIPTION <br /> <br />QUANT !TY <br /> <br />---------------------------------------------------------------------------------------------------------------- <br /> <br />UNITS <<<<<<<<<<<< UNIT PRICE >>>>>>>>>>>> <br />MATERIAL LABOR TOTAL <br /> <br />TOTAL <br />COST <br /> <br />cccc=e===========:=:==:===============::==::===================================cc=c===========================~= <br /> <br />CCC DIVERSION ALIGNMENT ALT. B-2 <br />ROCK-LINED CHANNEL <br />Mobilization I LS $2.500.00 $2,500.00 <br />Clear & Grub 20 AC $1,000.00 $20,000.00 <br />Diversion Structures (2) <br />Structural Excavation 50 CY $10.00 $50~0.00 <br />Cast-in-place Cone. (incl headwa 11 s) 30 CY $300.00 $9,000.00 <br />36" Headgate 2 EA $1,170.00 $200.00 $1,370.00 $2,740.00 <br />36" Carr Alum Pipe 40 LF $20.00 $10.00 $30.00 $1,200.00 <br />36" Parshall Flume 1 EA $1,000.00 $200.00 $1,200.00 $1,200.00 <br />Structural Backfill 30 CY $10.00 $300.00 <br />Culverts (4) 36" Carr Alum Pipe 200 LF $20.00 $20.00 $40.00 $8,000.00 <br />Rock-lined Channel (steep grade) 9400 LF $32.62 $306,628.00 <br />Rock-lined Channel (flat grade) 6000 LF $16.86 $101,160.00 <br />Rock-lined Channel wI Membrane (steep) 1000 LF $65.63 $65,630.00 <br />Rock-lined Channel wI Membrane (flat) 500 LF $35.09 $17,545.00 <br /> <br />---------------------------------------------------------------------------------------------------------------- <br /> <br />TOTAL <br />10% CONTINGENCY <br /> <br />TOTAL CONSTRUCTION <br />20% ENGR, LEGAL, ADMIN <br /> <br />TOTAL COST <br /> <br />$536,403.00 <br />$53,640.30 <br /> <br />$590,043.30 <br />$118,008.66 <br /> <br />$70B,051.96 <br /> <br />3-15 <br />