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* ADDENDUM #2 <br /> * * <br /> ITEMIZED BID SCHEDULE ADDENDUM #3 3-5-2012 <br /> PROJECT NAME : 66TH AVENUE ROADWAY IMPROVEMENTS - PHASE 2 <br /> (4TH STREET TO 16TH STREET) <br /> IRC PROJECT #9810-B/BID #2012032 <br /> BIDDERS NAME: <br /> Is will liiiii <br /> Desictipt dI •'� �AmourN , <br /> ROADWAY IMPROVEMENTS <br /> ROADWAY MATERIALS <br /> 101 - 1 MOBILIZATION 1 LS 2151 � 00 Ow00 <br /> 102- 1 MAINTENANCE OF TRAFFIC <br /> 1 LS 15 000 00 15 000 c)0 <br /> 102- 14 TRAFFIC CONTROL OFFICER (OFF DUTY LAW <br /> ENFORCEMENT) 144 MH 545 o� 'talo °= <br /> * 102-99 CHANGEABLE VARIABLE MESSAGE SIGN <br /> 420 PD Zo 00 ?�4o0 00 <br /> 104- 1 EROSION AND WATER POLLUTION CONTROL <br /> 1 LS 295oc0= 2RSoo =' <br /> 108- 1 RECORD DRAWINGS/AS- BUILTS DRAWINGS <br /> 1 LS ZS o00 00 vS o 0o <br /> 108-2 SURVEY CONTROL (INSTALURE-ESTABLISH) 1 LS ou <br /> 108-3 AERIAL PHOTOGRAPHY (4 PANELS/FLIGHT EVERY 30 <br /> DAYS DURING PROJEC 1 LS I ,�, �o o'o 13(p <br /> 108 4 N . P . D . E , S PERMITTING 1 LS . a <br /> �(5o <br /> 109-71 -2 FIELD OFFICE <br /> 360 PD Za oe co qqo °D <br /> 110- 1 - 1 STANDARD CLEARING & GRUBBING <br /> 53 AC y000 �� ZI ODo °= <br /> 110-5 PLUGGING WATER WELLS , ARTESIAN <br /> 8 EA o �= 22 Ooo vv <br /> 110-71 MAILBOX (RELOCATE) (SINGLE) 1 LS ov o0 <br /> ISoo -- �- <br /> * * 120-4A EXCAVATION SUBSOIL ( ROADWAY CUT) 85 , 861 CY . o <br /> — Sis liett �' <br /> * * 1204B EXCAVATION SUBSOIL ( LAKES) 21 , 577 CY o0 <br /> b= <br /> * * 120-6 EMBANKMENT (COMPACTED IN PLACE) 182 , 907 CY yon � 3 )1251=3 SELECT SELECT BEDDING MATERIAL <br /> (SAND FILL FOR <br /> UNDERDRAIN SYSTEMS) 1 , 005 CY it it <br /> * * 1604A TYPE " B" STABILIZATION LBR40 ( 1211) 78 , 080 SY Zoo 1 !5 (. / 40 <br /> 160-4B FGROUP4) <br /> BILIZATION LBR40 (8") 2, 293 SY o� <br /> * * 285_704 COQUINA SHELL BASE (OR OPTIONAL BASE <br /> 2, 193 SY c 60285-707 COQUINA SHELL BASE (OPTIONAL BASE 3 -137 <br /> GROUP 6) , (2-LIFTS) 67 , 515 SY / o <br /> violso <br /> * * 286- 1 - 1 TURNOUT CONSTRUCTION ( 1 . 5" 9 . 5 ASPHALT ) 21197 SY So <br /> / 7 38 `! H7 Sb <br /> 327111170- 1 MILLING EXISTING ASPHALT PAVEMENT ( 1 " AVG . DEPTH) 1 , 163 SY 5 oc S$ 15 - o0 <br /> 334- 1 - 12A SUPERPAVE ASPHALTIC CONIC (TRAFFIC 13) (SP-9 . 5)( 1 ") 67 , 839 SY o_ <br /> SUPERPAVE ASPHALTIC CONC RAFFIC B SP- 12. 5) ( 1111, <br /> `Io7 03�! °� <br /> 334- i - 126 1 /2" ) ( 65 , 783 SY G s_o YEN y3l <br /> 40 <br /> * * 33911111 ASPHALT PAVEMENT <br /> GUARDRAIL) <br /> MISCELLANEOUS (3" THICK I.I. UNDER 150 TN <br /> 350-2- 1 CEMENT CONCRETE PAVEMENT REINFORCED , 6" THICK 1 , 869 SY tf(p 1 77 •� <br /> 400- 1 -2 CLASS I CONCRETE (ENDWALLS) 46. 7 3t 33S YA <br /> F:1Public Works1ENGINEERING DIVISION PROJECTSM1013,661h Ave Ph 2 4th St 10 161h St%AdmimlADDENDUMSMMIZED BID SCHEDULE-ADDU3.)ds * 003101113 <br />