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FINAL AMENDED ENGINEER'S COST SCHEDULE <br /> <br /> CITY OF PLEASANTON, ASSESSMENT <br /> DISTRICT NO. 64-2, VINTAGE HILLS <br /> <br />ITEM QUANTITY. UNIT <br /> <br />DESCRIPTION <br /> <br />A. CONSTRUCTION. COSTS (Unit No. l, Acquisition) <br /> <br />~Sq Ft <br /> <br />2. 7,80~ Sq Ft <br />3. 77,107 Sq Ft <br />4. 17,206 Sq Ft <br />5. 7,80~ Sq Ft <br />6. 74,8~ Sq Ft <br />7. 3,012 Sq Ft <br />8. 14,1~4 Sq Ft <br />g. 7,80~ Sq Ft <br />10. 77,840 Sq Ft <br />ll. 7,094 Sq Ft <br />12. 14,50~ Sq Ft <br />13. 12 Each <br />14. 1 Each <br />15. 2,138 lin ft <br /> <br />Grading between property lines <br />3" PMS <br />2-1/2" AMS <br />2" PMS <br />8" Class II Agg. Base <br />7" Class II Agg. Base <br />6" Class II Agg. Base <br />5" Class II Agg. Base <br />6" Agg. Sub-base <br />4" Agg. Sub-base <br />4" Cushion under curb & gutter <br />3" Cushion under sidewalk <br />Raise manhole rims to finished grade <br />Raise flushing inlet rim to finished grade <br />Channel construction <br /> <br />CONCRETE <br />.Ti'-----' 3 Each <br />2. 28 Each <br />3. 3,547 Lin Ft <br />4. 7,198 Sq Ft <br />5. 7,311Sq Ft <br />6. 1 Each <br />7. 2 Each <br />8. 13 Each <br />g. 20 Each <br />lO. 2 Each <br />11. 3 Each <br />12, 283 Lin Ft <br />13. 1 Each <br /> <br />l" meter box <br />3/4" Meter boxes <br />Vertical type PCC curb & gutter <br />4 ft Std. Sidewalk <br />4.5 ft Monolithic sidewalk <br />Valley gutter <br />Drop inlets (without frame and grate) <br />Drop inlets <br />Std. D/W approaches <br />Headwalls <br />Outlet structures <br />PCC rear yard gutter <br />Field type Inlet <br /> <br />STORM SEWERS <br />1. 60 Lin Ft <br />2. 347 Lin Ft <br />3. 1,257 Lin Ft <br />4. 3 Each <br /> <br />72" RCP <br />15" RCP <br />12" RCP <br />Storm Manholes <br /> <br />UNIT PRICE TBTAL <br /> <br />$0.1453 $26,131.77 <br />· 13 1,014.78 <br />· 11 8,481.77 <br />· Og 1,548.54 <br />· 12 936.72 <br />· 106 7,931.77 <br />.Og 271.08 <br />.076 1,078.74 <br />· 05 390.30 <br />.035 2,724.40 <br />· 07 496.58 <br />.06 870,36 <br />64.00 76~.00 <br />74.00 74.00 <br />1.80 $~ <br /> <br />5.25 15.75 <br />6.30 176.40 <br />1.63 5,781.61 <br />.36 2,591.28 <br />.36 2,631.96 <br />428.00 428.00 <br />170.00 340.00 <br />283.00 3,679.00 <br />68.00 1,360.00 <br />1,000.00 2,000.00 <br />200.00 600.00 <br />1.05 297.15 <br />158.00 $~ <br /> <br />47.25 2,835.00 <br />3.65 1,266.55 <br />3.25 4,085.25 <br />294.00 $_~ <br /> <br /> <br />