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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 /> Mobilization and Demobilization (< 5%) LS $ 6' ~, (8() 00 $ 03, 6g'Q 00 <br /> 2 MOT, per FOOT including temporary striping and <br /> signage, barricades, barriers, arrow panels, etc. as <br /> required. LS $ 4f, 24(). cA? $ 4f6. 240.0') <br /> . <br /> Subtotal.General $ J If,. qz.o. ~ <br />II. Civil <br />A Demolition / Site Preparation <br /> 3 Asphalt pavement demolition/hauling and disposal LS $/1-.4co.OO $ I ~ 4trJ C(J <br /> 4 Driveway demolition/Hauling and disposal LS $ ~ q nIJ.OtJ $ ~ q.,((). (YJ <br /> 5 Drainage structures to be removed or abandoned <br /> in place and filled with flow able fill LS $ II. I ()(). ()() $ I ~. I txJ (X) <br /> . <br /> 6 Relocate or adjust existing street signs LS $ C:;. 1.1/) ()(> $ .C:;.2ZO a? <br /> . <br /> 7 Remove power / light poles LS $ '0.. ,~a? txJ $ 10/ t:ZYJ .IXJ <br /> 8 Relocate existing mailboxes LS $ I(j 4t'YJ. ()() $ II 4a? 00 <br />B Earthwork <br /> 9 Green areas in R/W, including fine grade swales <br /> and sod (between back of curb & R/W) LS $ Lt ~ q,,"y?' m $ 4.3.'130.CO <br /> 10 Roadway earthwork LS $ 65. qq::'.m $ 65; qc:r? eX' <br />C Paving <br /> 11 Asphalt type, FC 12.7, 2.0 inches 8,400 SY $ I -S ((~ $ /I?~/2 CO <br /> 12 8" limerock base 1 0.000 SY $ 115'1 $ 11,5, '10'1. aJ <br /> 13 12" Stabilize sub. base material 11,000 SY $ .&;. ~6 $ 62. ~7f( t.X> <br /> 14 Select fill 3,350 CY $ 2.3.26 $ '=7:t q I ? . Cl:) <br /> 15 Driveway restoration (per detail on sheet C19) 2,150 SY $ 45 {4 $ 'If. / 31')". CO <br /> 16 Type F curb and gutter 3.170 LF $/l/.r4 $ . <br /> Ll"7,. ~50. ntJ <br /> 17 Valley gutter 2,175 LF $ 12 '11 $ ~ 2()1l SO <br /> 18 Transition curb 500 LF $15.~ $ ?; 't24. nO <br /> 19 Concrete flume 5 EA $ Zl1l m $1 ?t"S.a1 <br /> . <br /> 20 Flare end curb 4 EA $ I,c;o.m $ 6"CO.aJ <br /> 21 Pavement seam joint at bridge location 1 LS $ I 2.. rLn./Y) $ 12.ffY).m <br />0 Drainage Structures and Piles <br /> 22 Curb drop inlets 22 EA $ 3. Zi2.0() $ -=17" ZIXI t?O <br /> 23 Manhole Cover & Frame 2 EA $.~.m $ /, rr.o.m <br /> 24 Catch basin Type E 3 EA $4.30?Q? $ I 2 qOO. (X) <br /> 25 Catch basin Type 0 8 EA $ ~ c;3~ IX) $ zg, c64.CO <br /> 26 Catch basin Type C 14 EA $2 '17.2../7- $ 4g Qr1-. 33 <br /> 27 Control structures 1 LS $2~1?9.00 $2.q?~OO <br /> 28 Pollution retardant baffles 26 EA $ 2~$. sr:I $ 6. ZCJ3.ZLf <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) 770 LF $ ...)'1'. ?6 $ 30,6'16./0 <br /> <br />05/08.Addendum No.5 <br /> <br />00300-2 <br /> <br />05-4893 <br />