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* ADDENDUM #2 <br /> * * ADDENDUM #3 3 -5-2012 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME : 66TH AVENUE ROADWAY IMPROVEMENTS - PHASE 2 <br /> (4TH STREET TO 16TH STREET) <br /> IRC PROJECT #9810-B/BID #2012032 <br /> lEe "tt Na . <br /> BIDDERS NAME: <br /> {IesGA i 99 u I Y Unit P t <br /> 430- 175- 103 48" REINFORCED CONCRETE PIPE 144 LFgl e_o <br /> 430- 175- 104 60" REINFORCED CONCRETE PIPE 1 ,331 'LF !20 vo 154 7Z0 n <br /> * * 430- 175- 105 72" REINFORCED CONCRETE PIPE 849 LF � E30a . <br /> l3Z 82dMINIPUMP <br /> * * 430= 175-236 ELLIPTICAL CONCRETE PIPE CULVERT (29"x45") 112 LF «� <br /> PP` 80 cIIIIPPIP <br /> x. <br /> 430-982- 121 MITERED END SECTION ( 12" CROSS DRAIN) 8 Eq PPI q � 00 Z ZL� <br /> 430-982- 123 MITERED END SECTION ( 15" CROSS DRAIN) 4 EAPIPPIPPIPPIP 4��0706 <br /> 1 �gbP <br /> 430-982- 125 MITERED END SECTION ( 18" CROSS DRAIN) 17 EA �3� �„ 3 � 1 u_ <br /> 430-982- 129 MITERED END SECTION (24" CROSS DRAIN ) 1 Eq Sgo e� oZo 0O <br /> 5 cp <br /> 430-984- 121 MITERED END SECTION (CONCRETE) ( 12" SIDE DRAIN) 11 EA Y,S6 °A> PPPP <br /> �E4So °� <br /> 430-984- 123 MITERED END SECTION (CONCRETE) ( 15" SIDE DRAIN) 12 EA 16 z , <br /> t'o Z qo .- <br /> 430-984- 125 MITERED END SECTION (CONCRETE) (18" SIDE DRAIN) 2 Eq SteSo_ i 3o eo <br /> 430-984- 129 MITERED END SECTION (CONCRETE) (24" SIDE DRAIN) 1 EA <br /> 440- 1 -60A UNDERDRAIN , TYPE SPECIAL (4") 969 LFo0 <br /> 3 C, 3� f3Sd�t o` <br /> * * 440- 1 -60B UNDERDRAIN, TYPE SPECIAL ( 1211) 11604 LF o0 <br /> 520- 1 - 10 CURB & GUTTER CONCRETE (TYPE F) 18 , 043 LF c� c� lG9 ` � <br /> 520-3 VALLEY GUTTER (CONCRETE) 286 LF <br /> `� . `fid 2 11119- ILA <br /> If <br /> 522-2 SIDEWALK CONC . (6" THICK) 51015 SY <br /> oz k4 <br /> * * 530- 1 RIPRAP SAND CEMENT ENDWALL <br /> 103 CY 3� bb <br /> 536- 1 -1 GUARDRAIL (ROADWAY) 21, 317 LF <br /> ! 7 19 410 $y7 sa <br /> 536-7 SPECIAL STEEL GUARDRAIL POSTS W/ ACCESSORIES 2 EA <br /> 536-85-22 END ANCHORAGE ASSEMBLIES TYPE SRT-350 (8 POST /70 Zc�p or. <br /> SYS . ) FDOT APPROVED QPL NO , S536-0208 6 EA l (� Zo O6 R7 Zb ' <br /> 536-85-26 END ANCHORAGE ASSEMBLIES TYPE CRT <br /> 14 EA / S $ D <br /> * 550- 10-100 REMOVE EXISTING FENCE (AS SHOWN ON THE PLANS) T LS Sqb0ov <br /> * REMOVE AND REPLACE EXISiiii TING FENCE OUTSIDE OF <br /> 550- 10- 101 RIGHT OF WAY AS SHOWN ON THE PLANS 1 LS <br /> 2 &200 – Z � — <br /> * 550- 10- 102 INSTALL TEMPORARY FENCING (AS SHOWN ON THE <br /> PLANS ' 1 LS . ZcJpp <br /> 550- 10-222 FENCING , TYPE B (BLACK VINYL COATED) 6' HIGH 41220 LF op G` <br /> So, co q0 -- �J <br /> 550- 10- 919 FENCING , HORSE (PAINTED BLACK) 4' HIGH 1 , 931 LF c( 50 ! g 3Ny to <br /> FENCING , TYPE B (BLACK VINYL COATED 6' HIGH W/ <br /> 550- 10-929 HORSE FENCE FACADE PAINTED BLACK) 966 LF 2 Le y O <br /> 550-60-223 FENCE GATE TYPE B (DOUBLE SWING 16' FACE TO FACE) 5 EA ( 3p 00 <br /> 550-60- 912 FENCE GATE , HORSE ( 12' SWING) 1 EA 13 � da° 13'l0 °o <br /> F:1Public Waks1ENGINEERING DIVISION PROJECTS1981013E6th Ave Ph 2 4th St to 16th StV+CmimU4DDENDUMSUTEMIZED BID SCHEDULE-ADD #3.xls 00310.5 <br />