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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 />'MIdEl <br />RIDDERSIRINA KEAWNDOMC <br />MA, IN. <br />425-1-311 <br />INLET,CURB TYPE "P-1" <10' <br />4 <br />EA <br />3LHacz <br />IS, 7&,o co <br />425-1-321 <br />INLET,CURB TYPE "P-2" <10' <br />2 <br />EA <br />3, &Z.o4 <br />00 <br />425-1-351 <br />INLET, CURB TYPE "P-5" <10' <br />5 <br />EA <br />2 1 206- <br />1 o0o. 0 o <br />425-1-451 <br />INLET, CURB TYPE "J-5" (CONFLICT STRUCTURE) <br />1 <br />EA <br />5' 000. <br />S 000, 00 <br />1425-1-461 <br />INLET, CURB TYPE "J-6" (CONFLICT STRUCTURE) <br />2 <br />EA <br />58s'oo <br />170 -oo <br />425-1-521 <br />INLET, DITCH BOTTOM TYPE "C" <10' (TRAFFIC <br />BEARING GRATE) <br />4 <br />_LA <br />1,CW.00 <br />t 00 <br />425-1-561 <br />INLET, DITCH BOTTOM TYPE "F" <10' (TRAFFIC <br />BEARING GRATES) <br />2 <br />EA <br />425-2-41 <br />MANHOLE, TYPE "P-7" <10' <br />2 <br />EA <br />77o. ao <br />425-2-61 <br />MANHOLE, TYPE "P-8" <10' <br />1 <br />EA <br />i 59!9. <br />ss-. oo <br />425-3-81 <br />CONTROL STRUCTURE <br />2 <br />EA.1 <br />/ 1J10. c;.,> <br />218 (0. 0.0 <br />430-174-101 <br />REINFORCED CONCRETE PIPE (15") <br />35 <br />LF <br />20-40 <br />7 Pf . co <br />430-174-101A <br />REINFORCED CONCRETE PIPE (18") <br />1,202 <br />LF <br />2-$-25 <br />11 <br />430-174-101B <br />REINFORCED CONCRETE PIPE (24") <br />1,194 <br />LF <br />I <br />430-174-101C <br />CORRUGATED ALUMINUM PIPE (24") <br />40 <br />LF <br />�39.00 <br />1, 56 C>- 00 <br />430-982-123 <br />MITERED END SECTION (ROUND) 15" <br />1 <br />EA <br />2.00.00 <br />?-00.00 <br />;430-982-125 <br />MITERED END SECTION (ROUND) 18' <br />1 <br />EA <br />2-50.t:b <br />2So, co <br />'430-982-125 <br />MITERED END SECTION (ROUND) 24" <br />1 <br />EA <br />52>0 - co <br />33a.d0 <br />520-1-10 <br />CONCRETE CURB & GUTTER (TYPE "F-) <br />4,040 <br />LF <br />/`� go <br />5�' r792. o0 <br />522-2 <br />CONCRETE SIDEWALK, 6" THICK (INCLUDES <br />CONCRETE DRIVES) <br />2,600 <br />SY <br />26, 00 <br />530-3-3 <br />RIP -RAP RUBBLE <br />70 <br />TN <br />3, 39/. 9c) <br />:575-1-1 <br />SODDING (BAHIA) (OR MATCH <br />10.719 <br />jsy' 1.1c) <br />11"7710.5 0 <br />630-1-12 <br />_EXISTING) <br />2 CONDUIT (UNDERGROUND) (2") (PVC SCHEDULE 40) <br />1,975 <br />LF 3.1 <br />ZZ I <br />635-1-15 <br />PULL BOX (17"X30"X12") <br />6 <br />cc) <br />ROADWAY IMPROVEMENTS SUBTOTAL <br />1822'9 11 . I (p <br />-A^ A <br />