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ADDENDUM #3 4-12-10 <br />ITEMIZED BID SCHEDULE <br />PROJECT NAME: BRIDGE REPLACEMENT AT OLD DIXIE HWY. OVER SOUTH <br />RELIEF CANAL WITH ROADWAY AND DRAINGE IMPROVEMENTS <br />IRCNA A X.MW ON o'.0 <br />BIDDERS K69 A, INC. <br />ROADWAY IMPROVEMENTS <br />ROADWAY MATERIALS <br />101-1 <br />MOBILIZATION <br />1 <br />LS <br />5'7,qoo.cD <br />.57 .00 <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />V?-Ocxv. <br />SZ Q.o,00 <br />102-74-2 <br />TEMPORARY BARRICADE TYPE 111 (6') (SEE MOT PLAN) <br />4 <br />EA <br />Z;Za.oz <br />102-99 <br />CHANGEABLE VARIABLE MESSAGE SIGN <br />(TEMPORARY) (SEE MOT PLAN) <br />220 <br />ED <br />W. +0, <br />q sp. oo <br />104-11-1 <br />FLOATING TUBIDITY BARRIER (STANDARD) <br />200 <br />LF <br />/O.MO <br />?-,040.00 <br />104-13-1 <br />SILT FENCE STAKED (TYPE 111) <br />672 <br />LF <br />0.(.(. <br />LLLL+3 "57- <br />108-1 <br />RECORD DRAWINGS / AS -BUILT DRAWINGS <br />1 <br />LS <br />Z 7Gb.00 <br />ZZoo. o0 <br />108-2 <br />N.P.D.E.S. PERMITTING <br />1 <br />LS <br />4co, oo <br />4-00.00 <br />108-3 <br />AERIAL PHOTOGRAPHY (2 PANELS/FLIGHT EVERY 30 <br />DAYS DURING PROJECT) <br />I <br />LS <br />?vg-oo <br />110-1-1 <br />CLEARING AND GRUBBING <br />1 <br />LS <br />4 cc <br />/5"1 <br />5' '00 <br />I ,ILW <br />120-1 <br />EXCAVATION, REGULAR <br />287 <br />CY <br />5.10 <br />1 LF63-70 <br />120-1-1 <br />EXCAVATION, REGULAR (POND) <br />6,000 <br />CY <br />j'qj <br />I1 640. co <br />120-6 <br />EMBANKMENT (COMPACTED IN PLACE) <br />4,199 <br />CY <br />0.2-(p <br />110 <br />L12OL-6-IL <br />EMBANKMENT (COMPACTED IN PLACE) (POND) <br />50 <br />CY <br />2.00 <br />i <br />1160-4-12 <br />TYPE B STABILIZATION (LBR 40) (12") <br />10,553 <br />Sy <br />'9-00 <br />Z 1 106.00 <br />1285-706 <br />CEMENTED COQUINA SHELL BASE GROUP 9 (8") TWO <br />LIFTS <br />8,928 <br />SY <br />65' <br />7r1 Z ZT ?-o <br />1327-70-12 <br />MILLING EXISTING PAVEMENT 1 112" AVG. DEPTH. <br />102 <br />SY <br />q - +o <br />75 so <br />I <br />1334-1-12 <br />SUPERPAVE ASPHALTIC CONCRETE 1" SP 9.5 <br />8,929 <br />sy <br />1 i57 <br />1334-1-12A <br />SUPERPAVE ASPHALTIC CONCRETE 1 1/2" SP 12.5 <br />8,928 <br />sy <br />(o - s- <br />584781-40 <br />334-1-12B <br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC "C") <br />(OVERBUILD) <br />2,000 <br />TN <br />130-'55' <br />F- <br />I <br />334 1 42G <br />TEMPORARY PAVEMENT @ 2AGI STREET <br />Delete <br />400-1-11 <br />CONCRETE, CLASS I (GRAVITY WALLS) <br />15 <br />cy <br />433.0o <br />41 S7. c)o <br />F- <br />415-1-3 <br />REINFORCING STEEL (GRAVITY WALLS) <br />412 <br />LBS <br />00 <br />2. <br />