<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
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