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ITEMIZED BID SCHEDULE 104-2008 <br /> PROJECT NAME : 43RD AVENUE & STH STREET SW ROAD IMPROVEMENTS <br /> PROJECT #0206 /BID # 080 <br /> BIDDER'S NAME: SIS P . /Rai �15 <br /> ROADWAY IMPROVEMENTS <br /> 110-1 -1 CLEARING AND GRUBBING LS 1 ��+� 0006 ' &5.1 000 <br /> s <br /> 110-1 -1A STUMP & ROOT REMOVAL (t 158 STUMPS) LS 1 <br /> (91 ) PALMS, (29) OAKS, (16) PINES 20-48" ( 11 ) PINES 6-18" <br /> 4 AUST. PINES 6-18" 7 AUST. PINES 20-48" <br /> 120-1 REGULAR EXCAVATION CY 2,467 <br /> 120-6 EMBANKMENT CY1 3,512 3 r55 ' A 4 (WObo <br /> ROADWAY MATERIALS i <br /> 160-4-12 TYPE B STABILIZATION 12" SY 21 . 177 1 <br /> CEMENTED COQUINA SHELL BASE GROUP 4 (61) ONE LIFT SY 3 500 1 , 00 0 281 0004 CO <br /> 285-706 TEMPORARY BASE <br /> 285-707 CEMENTED COQUINA SHELL BASE GROUP 6 8" TWO LIFTS SY 12,307 O . 00'' ' � 51 <br /> 327-70-6 MILLING EXISTING ASPHALT PAVEMENT 1 -1 /2" AVERAGE SY I 911 O" 0 :3 :3 <br /> :3 : e CO <br /> 334-1 -1 ISUPERPAVE ASPHALTIC CONCRETE -1 "-SP 9.5 SY 16,000 "` " 00 <br /> 334-1 -1A SUPERPAVE ASPHALTIC CONCRETE -1 -1 /2"-SP 9.5 SY 1 .222 v ` 00 a 1 q /1 64 oa <br /> 334-1 -2 SUPERPAVE ASPHALTIC CONCRETE -1 1 /2"-SP 12.5 SY 19, 500 06 1s6 ° 0 09 <br /> 334-1 -163 SUPERPAVE ASPHALTIC CONCRETE OVERBUILD -SP 12. 5 TN 50 ' � Q 00 61 0C) OW 0c) <br /> 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 25 jo ' 00 14 OD <br /> 425-1 -351 INLET TYPE "P-5" < 10' <br /> JEA <br /> 2 )z00 . �t � 0 " © © <br /> 425-1 -361 INLET TYPE "P-6" < 10' 1 <br /> 425-1 -461 INLET TYPE "J-6" < 10' EA 1 u 00t9 +� '1 ' 0001 <br /> 425-1 -521 INLET TYPE "C" < 10, EA 3 <br /> OEC. ._ <br /> 425-1 -551 INLET TYPE "E' <101 EA 9 <br /> 1aQ0 , - <br /> 425-2-43 MANHOLE TYPE "P-7" <10' PARTIAL 9 , 1 u ��yy �t^� <br /> 425-2-71 MANHOLE TYPE "J-T' < 10' EA 2 <br /> LA ID <br /> 425-2-71A MANHOLE CONFLICT STRUCTURE TYPE "J-T' < 10, EA 1 Of), ✓ ON) <br /> 00310-3 <br /> FAEngineering\Capital Projects\0208 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BIDUTEMIZED BID SCHEDULE - REVISED 10-02-08 <br />