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9 <br />PROJECT ESTIMATE <br />FOR <br />IMPROVEMENTS <br />SCHEDULED TO BE COMPLETED Iv <br />1982 <br />AREA A <br />WATER TANK FACILITIES <br />1. <br />WATER SYSTEMS <br />b. Tanks <br />(Water) <br />ITEM <br />QUANTITY <br />UNIT <br />DESCRIPTION <br />UNIT PRICE <br />AMOUNT � <br />1. <br />1.2 <br />AC <br />Strip site, dispose of debris <br />$2,625.00 <br />3,150.00 <br />2. <br />14,000 <br />CY <br />Excavation <br />4.85 <br />67,900.00 <br />3. <br />750 <br />CY <br />Concrete foundation <br />475.00 <br />356,250.00 <br />4. <br />750,000 <br />LB <br />Furnish and erect steel tank <br />1.10 <br />862,500.00 <br />5. <br />Lump Sum <br />LS <br />Tank cathodic protection <br />Lump Sum <br />58,400.00 <br />1,. <br />6. <br />600 <br />LF <br />18" Water line <br />107.00 <br />64,200.00 <br />7. <br />Lump Sum <br />IS <br />Pumping facility <br />Lump Sum <br />292,000.00 <br />L. <br />8. <br />Lump Sum <br />LS <br />Landscaping <br />Lump Sum <br />52,000.00 <br />9. <br />34,400 <br />LF <br />Concrete piles <br />30.50 <br />1,049,200.00 <br />F+ <br />10. <br />14,000 <br />CY <br />Condition excavated material <br />1.60 <br />22,400.00 <br />— <br />11. <br />700 <br />LF <br />Fencing <br />15.00 <br />10,500.00 <br />` <br />12. <br />Lump Sum <br />LS <br />Storm water pump S discharge piping <br />Lump Sum <br />15,500.00 <br />13. <br />Lump Sum <br />IS <br />Automatic controls <br />Lump Sum <br />21,000.00., <br />V <br />TOTAL <br />$2,875,000.00 <br />t <br />18" ENGINEERING <br />517,500.00 <br />=` <br />TOTAL CONSTRUCTION COST <br />$3,392,50U.00 <br />C" <br />C <br />50Y, of $3,392,500 or $1,696,250.00 <br />will be <br />cutlayed in 1982 and the other 502 <br />in 1983. <br />