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� <br />ITEMIZED BID SCHEDULE *ADDENDUM 1 10/5M5 <br />PROJECT NAME: OLD DIXIE HIGHWAY RESURFACING, 71st STREET TO COUNTY ROAD 510 <br />IRC 2016001 <br />BIDDER'S NAME: /Ys/V\�0rOYEAI��-�'~~ <br />."w.,nms^m�� <br />1p*+.p"w <br />�� <br />�^�"^g"ysM"a^alt"m*aTg°,v^uw*p <br />536'8-1 <br />GUARDRAIL END ANCHORAGE ASSEk0BLY(SKT35O) <br />EA <br />4 <br />�7��- � <br />^���-�^' <br />Nl(�nJ "^ <br />�-�-l\�^Y' <br />570'1-2 <br />PERFORMANCE TURF (BAH|A) <br />SY <br />30.000 <br />13G <br />S E200" ^ <br />* <br />700'1-50 <br />SINGLE S((�NPOST (RELOCATE) <br />AS <br />14 <br />y���� V� <br />.`�w^ <br />�O�� � <br />, �`�«.. <br />S|N(�LESIGN POST (RE&1OVE) <br />AS <br />4 <br />����� <br />, Z. <br />�MM '- <br />`^`�~^ <br />* <br />706'3 <br />RETRO'REFLECT|VEPAVEMENTMARKERS(AMBER/ <br />RETRO -REFLECTIVE <br />AMBER) <br />EA <br />414 <br />,/ ���� <br />�`~~ ' <br />�� <br />� 7f�-"u/ <br />^ / `�w . <br />711-11-123 <br />THERMOPLASTIC, STANDARD, WHITE, SOLID, 12", FOR <br />CROSSWALKS <br />LF <br />146 <br />[I 1-72- <br />ZS}, 12- <br />THERMOPLASTIC, STANDARD, WHITE, SOLID, 24'.FOR <br />STOP LINE <br />LF <br />133 <br />3 ~� <br />-yD� <br />/(2*711'11'126 <br />711-11-151 <br />THERMOPLASTIC, STANDARD, WHITE, <br />D0TTED/QU|DEL|NB0''1O'GAP EXTENS|(]N.G^ <br />LF <br />320 <br />�� <br />��`^^p-' <br />GO � ��/ ��O <br />'~~'^ <br />*7114S'111 <br />THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" <br />LF <br />31,871 <br />0 ' EGA <br />27489 'OG <br />711'16'211 <br />THERMOPLASTIC, STANDARD, YELLOW, SOLID, 6" <br />LF <br />5.280 <br />0 ^3(0 4 <br />4s43 ^7° <br />*711-16-231 <br />THERMOPLASTIC, STANDARD, YELLOW, SKIP, (10''30') <br />6" <br />LF <br />4.063 <br />O'-.'- <br />\3'40 'C1 <br />SUB -TOTAL OF ROADWAY IMPROVEMENTS <br />64 <br />2 1 iO. <br />425-8 <br />VALVE BOXES, ADJUST <br />EA <br />19 <br />3 �`o '+ <br />-'74-10.°- <br />Y4\0'*-REPLACEEX|ST|NGF|BERGU\SSA(RRELEASEVALVE <br />425-6A <br />REPLACE EXISTING FIBERGLASS AIR RELEASE VALVE <br />VAULTS WITH 5 FOOT DIAMETER CONCRETE VAULTS <br />WITH 36"X 6" H -TEC ERGO XL DUCTILE IRON TRAFFIC <br />BEARING COVER AND RING VV|TH LIFT ASSIST <br />EA <br />2 <br />�T�* <br />^^°wx_~'. <br />�/���� <br />/ ' ^~TVx. <br />U-1 <br />UTILITY DEFLECTION - 6" FORCE MAIN STATION 127+80 <br />LS <br />1 <br />/0"~ ' <br />/OuTw'* <br />U -2 <br />U'2 <br />UT|L|TYDEFLECT|ON 4^FORCE K�A|NSTATION 175+40 <br />LS <br />1 <br />���� ° <br />+^����. <br />�M� A- <br />`������ <br />U-3 <br />UTILITY DEFLECTION '3"FORCE K�A|NSTATION 1O7+88 <br />LS <br />1 <br />��� <br />^����m-�~ <br />TOO. IA <br />OLD DIXIE HIGHWAY CONFLICT RESOLUTION OFFSETS- PROPOSED BOX <br />CULVERT REPLACEMENT WITH EXISTING 16" REUSE MAIN AND 24" FORCE MAIN <br />AT STATION 182+00 <br />U-4 <br />INSTALL 1G^PVC DR14REUSE N1A|N(JFFGET <br />LF <br />100 <br />/�n w <br />~~��' <br />�n� <br />�Q��Nmc/.* <br />U-5 <br />INSTALL 24^PVC DR14FORCE /NA|NOFFSET <br />LF <br />100 <br />�� �� <br />7/*. '- <br />^ <br />9wx1J' <br />00310-5 <br />plPumic Works \ ENGINEERING DIVISION PROJECTS \1138-0Id Dixie Hwy Resurfacing -71st St to CR 510‘Admim‘bid documents Contract <br />