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• <br />ITEMIZED BID SCHEDULE *ADDENDUM 1 10/5115 <br />PROJECT NAME: OLD DIXIE HIGHWAY RESURFACING, 71st STREET TO COUNTY ROAD 510 <br />IRC CT N 2016001 <br />F. \Public Works \ ENGINEERING DIVISION PRmoCTS11138-0Id Dixie Hwy Resurfacing-71stmmon510 \Admimlbid documentsWaster Contract <br />ViO <br />CONCRETE, CLASS 1 (ENDWALL & FOOTING, 8'X4' BOX <br />CULVERT) (FDOTINDEX #28Q)(INCLUDES <br />~ <br />���� <br />400-2'2 <br />RBNFORC|N��STEEL) <br />EA <br />2 <br />32.17a,-' <br />���. <br />�u ` -�-V` <br />CONCRETE, CLASS (ENDWALL & FOOTING, 6'X3' BOX <br />CULVERT) (FD0T.INDEX #28O)(INCLUDES <br />���y~��� <br />&,����t�» ~� <br />404-2A <br />REINFORCING STEEL) <br />EA <br />2 <br />.�.m/�^w. � <br />`w_^^~`~' <br />�� <br />��O1=��^"- <br />425'1'521 <br />INLETS, DT BOT, TYPE C, <10' <br />EA <br />20 <br />1 Z�",- <br />4254'551 <br />INLETS, DTBOT, TYPE E.<10. <br />EA <br />8 <br />��/�]��. n <br />���l <br />'w,��}O' <br />430'174'112 <br />PIPE CULVERT, ROUND, 12^SD(CAP) <br />LF <br />222 <br />^w. <br />Z2 <br />45034..- <br />5034`=430'174'115 <br />430-174-115 <br />PIPE CULVERT, ROUND, 15'SD(CAP) <br />LF <br />814 <br />a(4)^� <br />2_`164.- <br />6d,"43O'174'115AP|PECULVERT.ROUND.15'SD(RCP) <br />141 <br />Q22I <br />430-174-115A <br />PIPE CULVERT, ROUND, 15" SD (RCP) <br />LF <br />222 <br />^V' <br />^S14 <br />430-174-118 <br />PIPE CULVERT, ROUND, 18''3D(CAP) <br />LF <br />990 <br />� <br />��:���'�� <br />�� <br />«.etm��im~-A <br />43O'174'118A <br />PIPE CULVERT, ROUND, i8"SD(RCP) <br />LF <br />110 <br />(-1-`1.,� <br />��~ <br />^�^^�~��[\` <br />430'174-124 <br />PIPE CULVERT, ROUND, 24''SD(CAP) <br />LF <br />1,574 <br />31-1-. �� <br />SI -kW -3 . <br />~^x.��'^�' <br />P|PECULVERT.OTHERGHAPE-ELL|PA\RCH.24''SD <br />LF <br />681 <br />^\/L `l(] <br />�-�` ' <br />3025(i? 4. <br />^^`� ^^`*' <br />430'174'224 <br />(CAP) <br />P|PE�ULVERT.OTHERGHAPE'ELL|P64RCH.2�^8D <br />���� c��� <br />�R��~��Z' <br />430-174-224A <br />(RCP) <br />LF <br />338 <br />`� \ . <br />c�wu~�,� . <br />430'984'121 <br />K4|TEREDEND SECTION, ROUND, 12^SD <br />EA <br />3 <br />7�=� � <br />�^/`^^ <br />���~~ <br />^-^-^~^ <br />�?r\M � <br />7���^` <br />438-984-123 <br />W1|TEREDEND SECTION, ROUND, 15''SD <br />EA <br />9 <br />�~=' <br />'^-^�`' <br />43O-SD4'125 <br />W4|TEREDEND SECTION, ROUND, 18^SD <br />EA <br />1 <br />�� <br />��o�vu'r <br />� ^� <br />�Lu°^ <br />^�^ <br />430'984'128 <br />MITERED END SECTION, ROUND, 24" SD <br />EA <br />3 <br />900:( <br />2.1'00." <br />430'984'820 <br />MITERED END SECTION, ELL|PA\RCH24''SD <br />EA <br />1 <br />~�y�*/��8� `'t <br />��Q �uU`» <br />�� � <br />���/� � <br />520-1'10 <br />CONCRETE CURB & GUTTER (TYPE F) <br />LF <br />161 <br />�}�� <br />���U3-� <br />r����� <br />�-Jx <br />~��''^- <br />522'1 <br />CONCRETE FOR S|DEVVALK(G^THICK, S'VV|DB <br />SY <br />67 <br />��m' <br />�� <br />527'2 <br />DETECTABLE VVARNING <br />SF <br />38 <br />�� . �� <br />�-~w° <br />(�� � * <br />-�uo' <br />530-1 <br />R|PRAP, SAND -CEMENT <br />CY <br />24 <br />���� m���_'°- <br />� <br />q /L /uu m ' tt. <br />530-1'1 <br />GUARDRAIL -ROADWAY <br />LF <br />700 <br />19^39 <br />/435-73 il- <br />