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<br />Atlantic Isles Roadway and Utility Improvements
<br />
<br />Bid
<br />Item
<br />
<br />Description
<br />
<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 />
<br />Subtotal-General
<br />
<br />II. Civil
<br />
<br />A Demolition / 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/W)
<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 />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 1 5" 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 />Unit Price
<br />
<br />LS
<br />
<br />$ '1-f cx:o . ..::
<br />.,
<br />
<br />LS .!- 40, DCO. -
<br />
<br />LS ~'.ODO."':'
<br />LS $ ID/sro.,:.o
<br />
<br />LS $(0 I OOO.~
<br />LS $ 3, OQ() . -"
<br />LS $ ftJ. ooo..!-'
<br />LS $ ~, 000. ,;.'
<br />
<br />LS $ ~ I, ODD. ';:"
<br />LS $ )8, onD. :;.l
<br />
<br />SY $ 13. EQ
<br />SY $ 14.~
<br />SY $ 4. $l
<br />CY $ ,q.'::
<br />SY $ ')3.'::
<br />LF $, \tl . ~
<br />LF $ '5.,.:!I
<br />LF $ J 4. ~
<br />EA $ 250. ::
<br />EA $ 400.;'
<br />LS $ IQ,OOD."
<br />
<br />22
<br />2
<br />3
<br />8
<br />14
<br />1
<br />26
<br />
<br />EA $ 3,580. ~
<br />EA $ Q81J. ~.!
<br />EA $ 5 100.':'"
<br />EA $ 4- I S(). ;
<br />EA $ .3: , 30 . :.!
<br />LS $) 4- 000. ~
<br />EA $ zis. ~
<br />
<br />770
<br />
<br />LF $ 4 ~. ~
<br />
<br />Estimated Total
<br />
<br />.fl) . .
<br />$ 11)/. OC() . -
<br />
<br />~ 40 . D(1) . .;;
<br />~Z~; 000. ~.
<br />--- J,
<br />
<br />~3./0DO.~
<br />$ If), 500.;
<br />.
<br />
<br />$ w, 000.;
<br />$ 3 bo.:::>.';'
<br />I. / JJ
<br />$ 'P,OOO.
<br />$ 3, 000. -
<br />
<br />$ (p1,DOD.~
<br />$ /8, ODD. ~
<br />
<br />$ 11:2400. -
<br />$ I 4&, SoD.
<br />$ 4t1. SCO. .:.,'
<br />$ 0~. 050. ~
<br />$ ) /3,QSO.':'"
<br />$ 52) 60S. ~
<br />$ bl. t:J 2.5. .:.!
<br />$ 1. '000. .:J
<br />$ ",250..;!
<br />$ I, &;00.':;"
<br />$ /01000. '
<br />
<br />$ =t8. 7140 . .;.0
<br />$ J I qvO . v
<br />$ IS, 300. ::z
<br />$ 33 lIJo. l.'
<br />$ 43 ~W..:-
<br />J
<br />$ 14,000.;-
<br />$ 5.8$0, "
<br />
<br />$ ~4, ~~O...::
<br />
<br />05-4893
<br />
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