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<br /> Atlantic Isles Roadway and Utility Improvements
<br /> Bid Estimated
<br />Item Description Quantity Unit Unit Price Estimated Total
<br />I. General
<br /> 1 Mobilization and Demobilization (< 5 %) LS $ 9~ &00.00 $ 90, tlaJ. 00
<br /> 2 MOT, per FOOT including temporary striping and ,
<br /> signage, barricades, barriers, arrow panels, etc. as ,:)~. tJcJ{J. (/0
<br /> required. LS $ $ :.10,OO~ .&;
<br /> ,
<br /> Subtotal-General $ II U, tJ du. tJ{)
<br />II. Civil
<br />A Demolition / Site Preparation
<br /> 3 Asphalt pavement demolition/hauling and disposal LS $ / /, (J (}f) ( () () $ il (jOt), tJO
<br /> 4 Driveway demolition/Hauling and disposal LS $ 3~. {JIlt}. tJO $ 3:2, OtJt1; d()
<br /> 5 Drainage structures to be removed or abandoned
<br /> in place and filled with flowable fill LS $ &, oao, (JtJ $ b. O{%). tJ{}
<br /> 6 Relocate or adjust existing street signs LS $ I. 5lJ tJ , 01) $ / !JlJtJ..(}t)
<br /> 7 Remove power /light poles LS $ ~/)O/), (Jf) $ "j IJO/J. t':t:J
<br /> 8 Relocate existing mailboxes LS $ . . f,:) S~ tl() $ :Ji8'~:M
<br />B Earthwork
<br /> 9 Green areas in R/W, including fine grade swales
<br /> and sod (between back of curb & R/W) LS $ ')-3 ,otJ/J. (.t:J $ 53, c.W. clQ
<br /> 10 Roadway earthwork LS $ , '? /) ()()(). (J() $ 3tJ,/Ja:;. {k)
<br /> , ,
<br />C Paving
<br /> 11 Asphalt type, FC 12.7, 2.0 inches 8,400 SY $ It,. d~- $/ ?/7. 3(10,00
<br />.
<br /> 1 2 8" limerock base 10,000 SY $ / ::.>-. /)/) $ /.:;;-0, {JOd, ()cJ
<br /> 13 12" Stabilize sub-base material 11,000 SY $ 5.IJO $ &5~ atl tJO
<br /> 14 Select fill 3,350 CY $ d1. 00 $ 71,r05tJ,tJeJ
<br /> 15 Driveway restoration (per detail on sheet C19) 2,150 SY $ ~::J. tJD $ /33 3M, tV)
<br /> 16 Type F curb and gutter 3,170 LF $ ~j,nO $ ~ 0, 5 7 (),IO
<br /> 17 Valley gutter 2,175 LF $ ~/.DC $ L/.5~ b 7s'o(J
<br /> 18 Transition curb 500 LF $ cJ-./. 00 $ If), ~-OO. /JO
<br /> 19 Concrete flume 5 EA $ 70t),/JO $ ..3 ,.!>OtJ, t) 0
<br /> !/)CJ . (10 , t./. ~ (), C)()
<br /> 20 Flare end curb 4 EA $ $
<br /> 21 Pavement seam joint at bridge location 1 LS $ ;)."OO/J.O() $ ,.2. IJOtJ.. 00
<br />D Drainage Structures and Piles
<br /> 22 Curb drop inlets 22 EA $ .:1, t.OO /)0 $ 5'7,.:;)01), dO
<br /> 23 Manhole Cover & Frame 2 EA $ -7ot). 00 $ I (too d>O
<br /> 24 Catch basin Type E 3 EA $ :3 300(1)0 $ q 9tJthoo
<br /> 25 Catch basin Type 0 8 EA $ ;)' . q 00. I)!J $ d '3 ;JOt);(.XJ
<br /> 26 Catch basin Type C 14 EA $ ,") , 1& g. ()IJ $ cJ~ 77,;) tJO
<br /> 27 Control structures 1 LS $ / t../ 001J. /'Jt'J $ I (j. / L 00, Do
<br /> 28 Pollution retardant baffles 26 EA $ , 3b[). ()f) $ 7 fV'tJ,o/)
<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 L,tl 00 $ q 9, ,Jg 0.. tJD
<br /> and specifications) 770 LF $
<br />
<br />05/08-Addendum NO.5
<br />
<br />00300-2
<br />
<br />05-4893
<br />
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