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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 />BIDDERSINA PRVeM 2PpoflIDA, INC. <br />BRIDGE IMPROVEMENTS <br />110-3 <br />REMOVAL &DEMOLITION OF EXISTING BRIDGE <br />STRUCTURE <br />1 <br />LS ly3j(p5_111 <br />,I�1 / ,, <br />`f 7 6p5.0D <br />SUPERSTRUCTURE <br />CLASS II CONCRETE FOR CLOSURE POURS BETWEEN <br />;400-2-4 DECK UNITS 41.3 Icy g f 5•Dd /U 50 <br />415-1-4 <br />REINFORCING STEEL <br />2,375 <br />LBS <br />1 •-70 <br />y03-7-57() <br />450-3 <br />PRESTRESSED PRECAST DECK UNITS (18" X 6'-0" X 34'- <br />0") (30 REQ'D.) <br />1,020 <br />LF <br />a3<3•w <br />q;- 7(pi7 DD <br />450-3A <br />PRESTRESSED PRECAST DECK UNITS (18" X 6'-3" X 34'- <br />0") (6 REQ'D.) <br />204 <br />EA <br />q, -D, <br />t) <br />�1,6 q �Q Q. OD <br />460-70-1 <br />ALUMINUM PEDESTRIAN BULLET BARRIER RAILING <br />210 <br />LF <br />• DD <br />�(� -] �� • c�D <br />521-5-1 <br />CONCRETE TRAFFIC RAILING BARRIER - (32" F <br />SHAPE) <br />210 <br />LF <br />q7 -00 <br />) -) Q <br />544-75-21 <br />TAU -II BARRIERS (CRASH CUSHIONS) <br />4 <br />EA <br />lq 535' <br />5 % b•00 <br />SUBSTRUCTURE <br />'400-2-5 <br />CLASS II CONCRETE FOR PILES CAPS <br />150 <br />CY <br />�05'DO <br />p <br />3 1 150'DD <br />.415-1-5 <br />REINFORCING STEEL <br />26,925 <br />LBS <br />PRESTRESSED PILES <br />455-14-5A <br />PRECAST SHEET PILE (8" X 6'-8" X 10'-0") (8 REQ'D) <br />80 <br />LF <br />0'O0 <br />1 ,2OCO.00 <br />455-14-5B <br />PRECAST SHEET PILE (8" X 8'-0" X 10'-0") (16 REQ'D) <br />160 <br />LF <br />/$•DD <br />/g iiga•Do <br />455-14-5C <br />PRECAST SHEET PILE (8" X T-0" X 10'-0") (2 REQ'D) <br />20 <br />LIF <br />�� �'�� <br />/ ' Do <br />455 -14-5D <br />PRECAST SHEET PILE (8" X 8'-0" X 5'-0") (2 REQ'D) <br />10 <br />LF <br />- <br />00 <br />455-14-5E <br />PRECAST SHEET PILE (8" X T-0"' X 5'-0") (2 REQ'D) <br />10 <br />LF <br />/ 9y Da <br />/ �• DO <br />455-143-2 <br />14"sq X 35'-0" MINIMUM (WING WALLS) (12 REQ'D.) <br />420 <br />LF <br />'7 9 CO <br />04 ()()- <br />455-143-3A <br />18"sq X 55'-0" MINIMUM (EXTERIOR BENT - TEST PILE) <br />(1 EA) <br />55 <br />LF <br />Ig5.Oa <br />7?75• DD <br />455-143-3B <br />18"sq X 75'-0" MINIMUM (INTERIOR BENT - TEST PILE) <br />(1 EA) <br />75 <br />LF <br />11g -D4 <br />�y� � <br />455-143-3C <br />18"sq X 45'-0" MINIMUM (EXTERIOR BENT) (23 REQ'D.) <br />1,035 <br />LF <br />53 -Do <br />I <br />10"955 -aa I <br />455-143-3D <br />18"sq X 65-0" MINIMUM (INTERIOR BENT) (25 REQ'D.) <br />1,625 LF3'0(71 <br />455-143-3E <br />18"sq X 65'-0" MINIMUM (SACRIFICIAL PILING) (2 <br />REQ'D.) <br />7130 <br />LF <br />W• 00 <br />I -l� 30 • Did <br />J <br />-._..._ r .., nnzin.7 <br />