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<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 />