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<br />Atlantic Isles Roadway and Utility Improvements <br /> <br />Bid <br />Item <br /> <br />Description <br /> <br />I. <br /> <br />General <br />1 Mobilization and Demobilization (< 5 %) <br />2 MOT, per FDOT including temporary striping and <br />signage, barricades, barriers, arrow panels, etc. as <br />required. <br /> <br />Subtotal-General <br /> <br />II. Civil <br /> <br />A Demolition I Site Preparation <br /> <br />3 Asphalt pavement demolition/hauling and disposal <br /> <br />4 Driveway demolition/Hauling and disposal <br /> <br />5 Drainage structures to be removed or abandoned <br />in place and filled with flowable fill <br /> <br />6 Relocate or adjust existing street signs <br /> <br />7 Remove power / light poles <br /> <br />8 Relocate existing mailboxes <br /> <br />B Earthwork <br />9 Green areas in R/W, including fine grade swales <br />and sod (between back of curb & R/WI <br />10 Roadway earthwork <br /> <br />C Paving <br />11 Asphalt type, FC 12.7, 2.0 inches <br />12 8" limerock base <br />13 12" Stabilize sub-base material <br />14 Select fill <br />15 Driveway restoration (per detail on sheet C19) <br />16 Type F curb and gutter <br />17 Valley gutter <br />18 Transition curb <br />19 Concrete flume <br />20 Flare end curb <br />21 Pavement seam joint at bridge location <br /> <br />D Drainage Structures and Piles <br /> <br />22 Curb drop inlets <br /> <br />23 Manhole Cover & Frame <br /> <br />24 Catch basin Type E <br /> <br />25 Catch basin Type 0 <br /> <br />26 Catch basin Type C <br /> <br />27 Control structures <br /> <br />28 Pollution retardant baffles <br /> <br />29 Furnish & Install 15" RCP drainage pipe complete <br />(including but not limited to excavation, bedding, <br />backfill, compaction & restoration as per plans <br />and specifications) <br /> <br />05/08-Addendum No. 5 <br /> <br />Estimated <br />Quantity Unit <br /> <br />8,400 <br />10,000 <br />11,000 <br />3,350 <br />2,150 <br />3,170 <br />2,175 <br />500 <br />5 <br />4 <br />1 <br /> <br />00300-2 <br /> <br />LS $ <br /> <br />LS $ <br /> <br />LS $ <br />LS $ <br /> <br />LS $ <br />LS $ <br />LS $ <br />LS $ <br /> <br />LS $ <br />LS $ <br /> <br />SY $ <br />SY $ <br />SY $ <br />CY $ <br />SY $ <br />LF $ <br />LF $ <br />LF $ <br />EA $ <br />EA $ <br />LS $ <br /> <br />22 EA $ <br />2 EA $ <br />3 EA $ <br />8 EA $ <br />14 EA $ <br />1 LS $ <br />26 EA $ <br /> <br />770 LF $ <br /> <br />Unit Price <br /> <br />/56 OdJ,ao <br />, <br /> <br />6CJCW.DD <br />I <br /> <br />/2 500. ou <br />3//500, 00 <br />if, ?O{) , 00 <br />2,500 . ()() <br />22-', a:t? .ou <br />6',xt'). 00 <br />, <br /> <br />I \ ()(JO. Del <br />2- .0Cf). av <br /> <br />/ !. 00 <br />/6 .(,0 <br />,3.00 <br />SO . 30 <br /> <br />~~;. <br />I .00 <br />J5.?D <br />,/-OO,OD <br />250.00 <br />2 ,000,00 <br />, <br /> <br />~225"' 0.0 $ <br />_22.[.00 $ <br />,000 .00 $ <br />:3 '7.!V. 00 $ <br />?/,~()O ,00 $ <br />/2: t:jO() .ou $ <br />'].hO.OO $ <br /> <br />0b .,0 $ <br /> <br />Estimated Total <br /> <br />$ 156/(f)().00 <br /> <br />$ 6 ~ tlJOJXJ <br />$ 2 2~ ()()(). Of) <br /> <br />$ <br />$ <br /> <br />/2 500,00 <br />at 6aJ . 00 <br />Lh ?(XJ' 00 <br />2~ G:X) . 00 <br />22, ~().ov <br />0, CXX).oo <br />, <br /> <br />$ <br />$ <br />$ <br />$ <br /> <br />$ <br />$ <br /> <br />1'ZCd).oCJ <br />2- 5'.O(KJ . 00 <br /> <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br />$ <br /> <br /> <br /> <br />5Z 205.00 <br /> <br />. <br /> <br />05-4893 <br />