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ITEMIZED BID SCHEDULE <br />PROJECT NAME: CR512 WESTBOUND RESURFACING (ROSELAND ROAD TO USI) <br />AND CR512 EASTBOUND RESURFACING (EASY STREET TO USI) <br />FM No. 431160-1-54-01 <br />IRC PROJECT NO. 1139 BID NO. 2017034 <br />BIDDERS NAME \CQ„�C <br />em o, ' <br />_, ..: <br />Deserip tion- ..- __:--a-,. <br />.. <br />Quanti <br />�U..f'Unit <br />P rice... <br />moe " -. <br />-A <br />ROADWAY IMPROVEMENTS <br />101-1 <br />MOBILIZATION (INCLUDES PUBLIC CONSTRUCTION BOND) <br />1 <br />LS <br />2.‘A /46. ~ <br />21:471q5:102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />��t Lt(C,- <br />c$t y'(0Q :- <br />102-14 <br />TRAFFIC CONTROL OFFICER <br />40 <br />MH <br />wQ . ' <br />2.(-1-00. H <br />102-61 <br />BUSINESS SIGNS <br />30 <br />EA <br />I'S. " <br />22 -S -0.K <br />102-99 <br />PORTABLE, CHANGEABLE MESSAGE SIGNS (TEMP) <br />28 <br />ED <br />10 • "° <br />5 -coo . <br />104-10-3 <br />SEDIMENT BARRIER <br />36,435 <br />LF <br />t.4° <br />Si PO t. <br />104-18 <br />INLET PROTECTION SYSTEM <br />22 <br />EA <br />2ZS..` - <br />Lt-c'sO <br />110-1-1 <br />CLEARING AND GRUBBING <br />1 <br />LS <br />-t-S, Znd+Y <br />.- <br />53,2®0,`" <br />160-4 <br />REFURBISHED STABILIZED SHOULDER, (LBR 40), (6" THICK) <br />16,625 <br />SY <br />3. t0 <br />5I}'S3 E .� <br />285-7 <br />FULL DEPTH RECLAMATION BITUMINOUS ASPHALT BASE_ <br />COURSE (WESTBOUND) <br />56,494 <br />SY <br />�� �OD <br />�Z 13�Z <br />285-7A <br />FULL DEPTH RECLAMATION BITUMINOUS ASPHALT BASE <br />COURSE (EASTBOUND) <br />19,526 <br />SY <br />QQ <br />-1 3() <br />40 <br />���)2� <br />300-1 <br />ASPHALT EMULSION TYPE CSS -1h (QTY BASED ON 2.75 <br />GAUSY - PAYMENT WILL BE BASED ON ACTUAL QTY) <br />220,735 <br />GAL <br />z ta <br />r_ r'p p a,9 <br />� 1 l�0 <br />327-70-6 <br />MILLING EXISTING ASPHALT PAVEMENT (1-1/2" AVG DEPTH) <br />265 <br />SY <br />t 2 . g " <br />4 91 ," <br />334-1-13 <br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC (1-3/4" THICK) <br />7,810 <br />TN <br />O c)..,_ <br />ton I [.%O." <br />337-7-42 <br />ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC 9.5 (1- <br />1/4" THICK) PG 76-22, PMA <br />5,580 <br />TN <br />pp <br />k��'Sa <br />l�t��()aK <br />522-2 <br />CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK <br />33 <br />SY <br />St. w <br />12' 1 S, ~ <br />527-2 <br />DETECTABLE WARNINGS <br />60 <br />SF <br />3(.0 ••"1" <br />2-1(r)0 <br />570-1-2 <br />PERFORMANCE TURF - SOD (BAHIA) (INCLUDES GRADING AS <br />NEEDED TO COMPLY WITH FDOT INDEX 105) <br />33,087 <br />SY <br />t `2� <br />tLN 141 g2 <br />(Col <br />570-1-2A <br />PERFORMANCE TURF - SOD (ST AUGUSTINE, FLORATAM) <br />(INCLUDES GRADING AS NEEDED TO COMPLY WITH FDOTgg <br />INDEX 105) <br />21,697 <br />SY <br />C4 s <br />`` ��IS <br />�D 00C1 % <br />660-1-100 <br />REMOVE INDUCTIVE LOOP DETECTORS (ROSELAND ROAD) <br />1 <br />PI <br />t.S4-,'^ <br />C„ 4, <br />660-4-11 <br />VIDEO DETECTION SYSTEM - VIDEO, F&I, CABINET <br />EQUIPMENT <br />2 <br />EA <br />1Vn.,v' <br />1,S-ITt 0t.ti <br />660-4-12 <br />VIDEO DETECTION SYSTEM - VIDEO, F&I, ABOVE GROUND <br />EQUIPMENT <br />8 <br />EA <br />(.O_ ` <br />COt14.. <br />( <br />! 91 i ..n: <br />670-5-111 <br />TRAFFIC CONTROLLER ASSEMBLY W/CABINET (DELAWARE <br />AVENUE) <br />1 <br />EA <br />251 z --q P <br />z2. -r: <br />670-5-600 <br />REMOVE CONTROLLER AND CABINET (DELAWARE AVENUE) <br />1 <br />EA <br />4-1-.- <br />-i3, <br />F \Public Works\ENGINEERING DIVISION PROJECTS\1139-CR 512 Wbnd Resurfacing -Roseland Rd to US 1-SCOP'Admin\bid documents\Itemized Bid Schedule 1139 FOR BID <br />00310-3 <br />