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3. <br />4. <br />5. <br />AI <br />7. <br />m <br />9. <br />January 27, 1989 <br />File No. 1.670 <br />PRELIMINARY <br />ESTIMATED COST <br />FOR <br />PAVEMENT REHABILITATION <br />ON <br />MT. VERNON AVENUE <br />FROM <br />SOUTH CITY LIMIT TO 2ND STREET <br />(1.19 MILES) <br />L.S. <br />MOBILIZATION AT THE LUMP SUM OF <br />$ <br />15,350 <br />38,400 SQ.FT. <br />PREPARATION OF EXISTING PAVEMENT <br />(10% OF PAVEMENT AAA) <br />AT $2.75/SQ.FT. <br />S <br />105,600 <br />7,100 SQ.FT. <br />VARIABLE THICKNESS OF COLD PLANING <br />AT 51.60/SQ.YD. <br />$ <br />11,360 <br />42,700 SQ.YDS. <br />HOT SURFACE RECYCLING OF EXISTING <br />PAVEMENT AT 51.20/SQ.YD. <br />$ <br />51,240 <br />22 TONS <br />ASPHALT REJUVENATIVE AGENT AT <br />5400.00/TON <br />$ <br />8,800 <br />2,500 TONS <br />ASPHALT CONCRETE PAVEMENT AT <br />538.00/TON <br />$ <br />95,000 <br />25 EACH <br />ADJUST MANHOLE COVERS TO GRADE <br />AT 5300.00/EACH <br />$ <br />7,500 <br />L.S. <br />PAINT TRAFFIC STRIPES AND PAVEMENT <br />MARKINGS AT THE LUMP SUM OF <br />$ <br />3,500 <br />60 EACH <br />REPLACE TRAFFIC SIGNALS LOOPS AT <br />;400.00/EACH <br />$ <br />24,000 <br />CONTRACT ITEMS <br />$ <br />322,350 <br />(10% +/-) ENGINEERING & INSPECTION <br />$ <br />32,250 <br />SUB -TOTAL <br />$ <br />354,600 <br />CONTINGENCIES (15% +/-) <br />$ <br />53,200 <br />TOTAL <br />$ <br />407,800 <br />