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October 30, 1984 <br />Page Three <br />r <br />Description <br />Estimated construction co�F <br />Legal and Administration <br />Basic Engineering <br />Inspection and Staking <br />Interim Financing <br />Contingency <br />Est. Total Cost Per 1,000 Feet <br />Use <br />Unit <br />Unit Price Quantity Total Price <br />$100,000 = $100.00/Lineal Foot <br />1,000 LF <br />$ 76,800.00 <br />$ 23,000.00 <br />$ 99,000.00 <br />$100,000.00 <br />The cost per lineal foot is $100.00. The estimated cost in <br />Section III is calculated by multiplying the lineal foot <br />cost by the street lenjth and adding an estimate for catch <br />basin and associated l!ad pipes. <br />V. Funding <br />M.S.A. will fund a minimum of 50% of the storm sewer work <br />in an M.S.A. street that is parallel to the street. The <br />City's contribution for storm sewer on Quincy Street and <br />Hillview is estimated at $6,000.00 and $18,000.00 <br />(50% x $36,000.00), respectively. All other work including <br />sidewalks, concrete curb and gutter and engineering is 100% <br />funding by M.S.A. <br />W. Proposed Schedule <br />Start Pans and Specifications <br />November <br />6, <br />1984 <br />Soil Borings <br />December <br />14, <br />1984 <br />Complete Plans and Specifications <br />January <br />11, <br />1985 <br />Informational Meeting <br />January <br />28, <br />1985 <br />Secure City Attorney, County and State March 8, 1985 <br />Approvals on Plans and Specifications <br />