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<br />" <br />oJ Atlantic Isles Roadway and Utility Improvements <br /> Bid Estimated <br /> Item Description Quantity Unit Unit Price Estimated Total <br /> I. General /05, C/34.ctJ /05,934. CO <br /> Mobilization and Demobilization (< 5 %) LS $ $ <br /> 2 MOT, per FDOT including temporary striping and <br /> signage, barricades, barriers, arrow panels, etc, as 44, 7~. 00 44. 77.P.tXJ <br /> required, LS $ $ <br /> , <br /> Subtotal-General $ /50/748, ()() <br /> II. Civil <br /> A Demolition / Site Preparation <br /> 3 Asphalt pavement demolition/hauling and disposal LS $ 187'1.00 $ ~ 87'?lXJ <br /> 4 Driveway demolition/Hauling and disposal LS $ $ <br /> .487'.00 48T.OO <br /> 5 Drainage structures to be removed or abandoned . <br /> in place and filled with flow able fill LS $ 39/3.(X) $ 3,8/3.00 <br /> , <br /> 6 Relocate or adjust existing street signs LS $ ~ O?R. 00 $ J 039, 00 <br /> 7 Remove power /Iight poles LS $ $ <br /> JiRO. CO , (jfl(). 00 <br /> 8 Relocate existing mailboxes LS $ I, 820, 00 $ /,820.00 <br /> , <br /> B Earthwork <br /> 9 Green areas in R/W, including fine grade swales 83,135.00 8.3,135.00 <br /> and sod (between back of curb & R/W) . 1 LS $ $ <br /> 10 Roadway earthwork 1 LS $ 12{ ~7. 00 $ /2/061:,00 <br />" <br /> C Paving <br /> 11 Asphalt type, FC 12.7, 2.0 inches 8,400 SY $ /8.50 $ /5!5/4a:J,aJ <br /> 12 8" limerock base 10,000 SY $ /2.90 $ /29, {X)().a? <br /> 13 12" Stabilize sub-base material 11 ,000 SY $ 1.17 $ /2,870.00 <br /> 14 Select fill 3,350 CY $ 8.10 $ 2?: /.35.00 <br /> 15 Driveway restoration (per detail on sheet C19) 2,150 SY $ 53. (p() $ I;~ 2'7t? w <br /> 16 Type F curb and gutter 3,170 LF $ I~. .5(9 $ ~305.00 <br /> 17 Valley gutter 2,175 LF $ I .80 $ ..3. /190.CXJ <br /> 18 Transition curb 500 LF $ /7. f!JO $ t7, <;t(? 00 <br /> 19 Concrete flume 5 EA $ 3.38,00 $ ~G$t?/ 00 <br /> 20 Flare end curb 4 EA $ <72.m $ 3fi8.00 <br /> 21 Pavement seam joint at bridge location 1 LS $ 1,4T~.CO $ 1,47(0.00 <br /> D Drainage Structures and Piles <br /> 22 Curb drop inlets 22 EA $ 3, a:J1. 00 $ G0,154. ro <br /> 23 Manhole Cover & Frame 2 EA $ 5tbl.5O $ I, /23.00 <br /> 24 Catch basin Type E ORIGINAL 3 EA $ 4,4ti;(}, CO $ /~8eo.(X) <br /> 25 Catch basin Type D 8 EA $ ~ 245. 00 $ ~q60"OO <br /> 26 Catch basin Type C 14 EA $ 4779. a? $ , 9"oP. q;J <br /> 27 Control structures 1 LS $ 1~!4fiJ.()(} $ II, ~. 00 <br /> 28 Pollution retardant baffles 26 EA $ 14.50 $ 1eJ, 7T?: 00 <br /> 29 Furnish & Install 15" RCP drainage pipe complete <br /> (including but not limited to excavation, bedding. <br /> backfill, compaction & restoration as per plans -52.50 40, 425. CO <br /> and specifications) 770 LF $ $ <br />... <br /> <br />05/08-Addendum No.5 <br /> <br />00300-2 <br /> <br />05-4893 <br />