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1999-338A
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1999-338A
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11 <br />l <br />l <br />Item #2 Site Work <br />MobilizationlDemobilization <br />Clearing and Grubbing <br />Erosion Control <br />Construction Staking <br />Grading <br />Selective Clearing of Buffer <br />8" stabilized subgrade <br />1 <br />1 <br />1 <br />1 <br />1 <br />18004 <br />5,306 <br />lump sum <br />lump sum <br />lump sum <br />lump sum <br />lump sum <br />s.f, <br />sq. yd. <br />6" Coquina Base <br />1.5" Type "FC -2" Asphalt <br />5,125 <br />4,871 <br />sq. yd. <br />sq. yd. <br />Pavement. Markings <br />1 <br />lump sum <br />Signage - Handicap Parking <br />6 <br />each <br />Vertical Curb <br />Concrete Sidewalk <br />Concrete Pavers <br />605 <br />81 <br />4708 <br />U. <br />sq. yd. <br />sq. ft. <br />Concrete Wheel Stop <br />75 <br />each <br />Type "D" Curb - Vertical Curb <br />600 <br />l.f. <br />Shell/Marl pathway <br />1,200 <br />U. <br />8" Drainage Pipe <br />160 <br />Lf. <br />12"" Polyethylene Pipe <br />208 <br />Lf. <br />15"" RCP <br />200 <br />U. _ <br />18" RCP <br />64 <br />l.f. <br />Typ® "C" inlet <br />2 <br />each <br />Mitered End Section (15") <br />2 <br />each <br />Mitered End Section (18") <br />2 <br />each <br />Site, lighting, electrical work <br />1 <br />lump sum <br />2"" Water Line <br />1 114" Water Line <br />270 <br />380 <br />U. <br />I.f. <br />314" Water Line <br />148 <br />l.f. <br />2" Reduced Pressure Zone Backflow Preventer <br />1 <br />each <br />g00 Gallon Septic Tank <br />1 <br />each <br />1 500 Gallon Septic Tank <br />1 <br />each <br />6"" PVC Sewer Pipe <br />50 <br />U. <br />Absorption Trench <br />312 <br />Lf.Concrete <br />Encasement (2" Water Main) <br />20 <br />l.f. <br />ADDENDUM N0. 3 <br />Subtotal #2. <br />SID PROPOSAL <br />BP -4 <br />
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