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'. Atlantic Isles Roadway and Utility Improvements <br />11 <br />I <br />I <br />1 <br />�J <br />Bid Estimated <br />Item Description Quantity Unit Unit Price Estimated Total <br />I. 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 />Subtotal - General <br />IL Civil <br />A Demolition / Site Preparation <br />3 Asphalt pavement demolition /hauling and disposal <br />4 Driveway demolition /Hauling and disposal <br />5 Drainage structures to be removed or abandoned <br />in place and filled with flowable fill <br />6 Relocate or adjust existing street signs <br />7 Remove power / light poles <br />8 Relocate existing mailboxes <br />B Earthwork <br />9 Green areas in R/W, including fine grade swales <br />and sod (between back of curb & R /W) <br />10 Roadway earthwork <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 />D Drainage Structures and Piles <br />22 Curb drop inlets <br />23 Manhole Cover & Frame <br />24 Catch basin Type E <br />25 Catch basin Type D <br />26 Catch basin Type C <br />27 Control structures <br />28 Pollution retardant baffles <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 />1 LS $ 4T5 0 o o tl $ \ C' -0 ®.o -o <br />1 LS $ G C> 0 'W <br />$ 50 ova <br />1 LS $ 2 © 00 0 <br />1 LS $ \p CD en, O <br />1 LS $\ OOp o <br />1 LS $ \ © c O <br />1 LS $ \ ® O O <br />1 LS $ \ O O 0 <br />1 LS $ \ C 4o eZ <br />1 LS $ &4D a ®O <br />8,400 <br />SY <br />$ \ <br />10,000 <br />SY <br />$ <br />11,000 <br />SY <br />$ <br />3,350 <br />CY <br />$ <br />2,150 <br />SY <br />$ Q <br />3,170 <br />LF <br />$ KO <br />2,175 <br />LF <br />$ .0, 0 <br />500 <br />LF <br />$ p <br />5 <br />EA <br />$ O O <br />4 <br />EA <br />$ p <br />1 <br />LS <br />$ p <br />22 EA $ r m a <br />2 EA $ 3m00 <br />3 EA $ L ®O O <br />8 EA $ .3rJ O O <br />14 EA $ 3 e p o <br />1 LS $ '45000 <br />26 EA $ e2 5 O <br />$ (�'o 00 0 <br />$ \ O 00 O <br />$ ` m o o O <br />$ coo <br />$ \ o ©ocl <br />$ \ m m O <br />$ \ o 45.p'-5 <br />$ <br />$ ga40o <br />$ \XC © eO0 <br />$ S 5 O 00 <br />$ &6 <br />$ 63 9 0 O <br />$ <br />$ mc�o <br />$ S ©oo <br />$ <br />$ <br />$ —k--k O ®O <br />$ 9C)o'�:' <br />$ I.2000 <br />$ g'm00 <br />$ 4 A.0,00 <br />$ <br />$ o �, <br />770 LF $ 0 $ 3 o g m fl <br />T <br />I05/08- Addendum No.5 00300 -2 05 -4893 <br />