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<br />'-,' <br /> <br />CHAUTAUQUA HILL PROJECT TEX. R-73 <br />Breakdown of Cost Under 3-Party Contract, Proposal II <br />Final Estimate-----March 7, 1967 <br /> <br />Proposal <br />Item <br />Number <br /> <br />TOTAL <br /> <br />Description <br /> <br />Unit <br />Contract <br />Price <br /> <br />1. <br /> <br />L.P.A. <br />Participation <br /> <br />2. <br /> <br />3. <br /> <br />4. <br /> <br />5. <br /> <br />6. <br /> <br />7. <br /> <br />General Earthwork <br /> <br />Lump SUll] <br /> <br />Street Preparation <br /> <br />Lump Sum <br /> <br />8" Flexible Base <br /> <br />$ 0.96 <br /> <br />1!" Asphalt <br /> <br />0.60 <br /> <br />24" Concrete Curb & Gutter <br /> <br />1. 20 <br /> <br />Concrete <br /> <br />4.50 <br /> <br />Grouted Rock Wall <br /> <br />5.00 <br /> <br />Total Completed Work <br />Plus: Testing Allowance <br />Total Completed Work (Original Contract) <br />Plus: Flexible Base Price Increase <br />at $0,60 cy (Chg. Order No. 2) <br />Plus: Concrete Price Increase <br />at $0.50 cy (Chg. Order No.2) <br />Plus: Backfill Material at $0.85 Ton <br />Plus: Move-in Costs, Interest and <br />Expenses (Chg. Order No.2) <br />Total Completed Work <br />Less: Previous Payments <br /> <br />TOTAL AMOD~T DUE CONTRACTOR THIS ESTIMATE <br /> <br />/ <br /> <br />- <br /> <br />~ <br /> <br />- <br /> <br />City of <br />San Marcos <br />Participation <br /> <br />$ 4,231. 50 <br />21.7% <br /> <br />1,063.30 <br />21.7% <br /> <br />9,774.72 <br />10,182 s.y. <br /> <br />6,406.80 <br />10,678 s.y. <br />4,423.20 <br />3,686 L.F. <br /> <br />585.00 <br />130 s.y. , <br />-0- <br /> <br />$ 26,484.52 <br />764.10 <br />$'27,248.62 <br /> <br />-0- <br /> <br />-0- <br />170.26 (200.31 T <br /> <br />-0- <br />$ 27,418.88 $ <br />20,316-,-~.!:l____ <br />$ 7,102.19 $ <br /> <br />College <br />Participation <br /> <br />$ <br /> <br />$ <br />$ <br /> <br />- <br /> <br />19,500.00 <br />100% Compo <br /> <br />4,900.00 <br />100% Compo <br /> <br />26,988.48 <br />28,113 s.y. <br /> <br />18,483.00 <br />30,805 s.y. <br /> <br />13,980.00 <br />11,650 L.F. <br /> <br />6,039.45 <br />1,342.1 s.y. <br /> <br />70.00 <br />14 L.F. <br /> <br />89,960.93 <br />2,280.75 <br />92,241.68 <br /> <br />1,867.20 <br /> <br />\ <br /> <br />122.00 <br />378.36 <br /> <br />4,693.33 <br />99,302.57 <br />'!9! WH...9L <br />19,471.53 <br />