<br />t.. '.'
<br />LJ
<br />
<br />1,,'
<br />
<br />[.
<br />\"".J
<br />c
<br />
<br />r I
<br />r
<br />,
<br />i..._J
<br />
<br />Ii
<br />r i'
<br />~
<br />
<br />i!
<br />
<br />~
<br />
<br />! I
<br />I:
<br />Il-
<br />
<br />I', I
<br />f
<br />
<br />'f, ,
<br />; I
<br />,: I
<br />I:
<br />
<br />1-"!
<br />U
<br />
<br />II
<br />tl
<br />I,., '.
<br />It I.
<br />:.L
<br />
<br />l
<br />
<br />,
<br />I
<br />,
<br />~
<br />
<br />! .'
<br />'-
<br />
<br />-.
<br />
<br />I
<br />'-'
<br />
<br />r.~ r- r-: .i}O
<br />
<br />Mr. Ron Hellbusch
<br />
<br />Page 3
<br />
<br />September 6, 1974
<br />
<br />PRELIMINAR Y COST ESTIM:A TE
<br />3 MG AND 5 MG WATER STORAGE RESERVOIRS
<br />BRIGHTON, COLORADO
<br />
<br />Steel Reservoir
<br />
<br />
<br />3 MG
<br />20'h x 160' dia.
<br />
<br /> 5 MG
<br />20'h x 207'di~.
<br />$ 800,000 ,
<br /> 13,000 ~~i
<br /> 52,000 .,
<br /> ,,~
<br /> 12,000
<br /> 30,000
<br /> 6,000
<br /> 10,000
<br />$ 923,000
<br /> 47,000
<br /> 17,000
<br /> 4,000
<br /> 5,000
<br /> 46,000
<br />$1,042,000
<br />
<br />Tank and pllinting
<br />Grading and eX.cavation
<br />Concrete :ring wall and sand pad
<br />Cathodic Prote~tion System
<br />Piping and Valves
<br />Tank level telemetering system
<br />ChainMlink fence (entire site)
<br />
<br />$460,000
<br />10,000
<br />39,000
<br />10,000
<br />30,000
<br />6,000 .
<br />10,000
<br />
<br />
<br />E~timated Construction Co
<br />Engineering Design
<br />Engineering Inspection
<br />Soils Eng~neering
<br />Land (1,0 Acre)
<br />Construction Contingencies (50/0)
<br />
<br />,TOTAL Elltimated Project Cost
<br />
<br />$565,000
<br />33,000
<br />15,000
<br />4,000
<br />5,000
<br />28,000
<br />
<br />$650,000
<br />
<br />Concrete Reservoir',
<br />
<br />3 MG
<br />20'h x 160' dia.
<br />
<br />5 MG
<br />20'h x 207' dia,
<br />,
<br />
<br />Concrete Reservoir
<br />Grading and excav..tion
<br />Piping and valves
<br />Tank level telemete;l'ing system
<br />Chain-link fence (enti;l'e Bite)
<br />
<br />$450,000
<br />10,000
<br />30,000
<br />6,000
<br />10,000
<br />
<br />$ 650,000
<br />13,000
<br />30,000'
<br />6,000
<br />10,000
<br />
<br />;1';
<br />,;,~- j
<br />\;
<br />
<br /><j'
<br />;'i{'
<br />. ....~.;
<br />.~~
<br />....~I
<br />, ..t~
<br />"l
<br />-,,\!
<br />;-~
<br />.,::.%J
<br />,),
<br />')~~
<br />
<br />Estimated Const;l'uction Cost
<br />Engineeri~g Design
<br />Engineeripg Inspection
<br />Soils Engineering
<br />Land (1. 0 Acre)
<br />Construction Contingencies (50/0)
<br />
<br />TOTAL E~timat"d Project Cost
<br />
<br />",
<br />
<br />$506,000
<br />35,000
<br />18,000
<br />4,000
<br />5,000
<br />25,000
<br />
<br />$ 593, 000
<br />
<br />$ 709,000
<br />47,000
<br />20,000
<br />4,000
<br />5,000
<br />::>5,000
<br />
<br />
<br />--(:$~
<br />
<br />$ 820,000
<br />
<br />,~. .:::t~
<br />".<4:
<br />ij'.i;!l
<br />':i~,i -i~ J
<br />,~~-~
<br />
<br />,
<br />L
<br />
<br />- ~-,
<br />
<br />.1
<br />~ it..~_"",,
<br />
|