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<br />.
<br />
<br />Atlantic Isles Roadway and Utility Improvements
<br />
<br />Bid
<br />Item
<br />
<br />Description
<br />
<br />Estimated
<br />Quantity Unit
<br />
<br />I.
<br />
<br />General
<br />1 Mobilization and Demobilization (< 5 %)
<br />2 MOT, per FOOT including temporary striping and
<br />signage, barricades, barriers, arrow panels, etc. as
<br />required.
<br />
<br />Subtotal-General
<br />
<br />II. Civil
<br />A Demolition I 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 />
<br />9 Green areas in R/W, including fine grade swales
<br />and sod (between back of curb & R/W)
<br />
<br />10 Roadway earthwork
<br />
<br />C Paving
<br />11 Asphalt type, FC 12.7, 2.0 inches
<br />1 2 8" Iimerock base
<br />13 12" Stabilize sub-base material
<br />1 4 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 />o Drainage Structures and Piles
<br />
<br />22 Curb drop inlets
<br />
<br />23 Manhole Cover & Frame
<br />
<br />24 Catch basin Type E
<br />
<br />25 Catch basin Type 0
<br />
<br />26 Catch basin Type C
<br />
<br />27 Control structures
<br />
<br />28 Pollution retardant baffles
<br />
<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 />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 />770
<br />
<br />00300-2
<br />
<br />LS
<br />
<br />LS
<br />
<br />LS
<br />LS
<br />
<br />LS
<br />LS
<br />LS
<br />LS
<br />
<br />Unit Price
<br />
<br />$ ).;:/-(,4f'1,0c>
<br />
<br />$ ']O,{I')(')U,OD
<br />I
<br />
<br />.... V""
<br />$ ,j 4- q 00 .-
<br />$ 1J;',?co'.:
<br />,
<br />
<br />$ O. Q2..
<br />$ J.. P.>7D.OO
<br />$ ~~. fO()o~
<br />,
<br />$ I ~ (:J{~-'. 00
<br />,
<br />
<br />Estimated Total
<br />
<br />$ ;<4 /,411.0D
<br />,
<br />
<br />$ 7CJ,hOD.OD
<br />,
<br />
<br />$ 3 /;J.,oq40~
<br />,
<br />
<br />$ 34, 1DO~f?
<br />$ 1(6' 7DD"~
<br />I
<br />
<br />$ D.~
<br />$ 2B70. QD
<br />$ ~c/, /00, DO
<br />"
<br />$ 1'8 o~, vO
<br />I
<br />
<br />LS $ 110. '100,..::::<:) $
<br />LS $ z.d ~a>. Vt/ $
<br />/
<br />
<br />22
<br />2
<br />3
<br />8
<br />14
<br />1
<br />26
<br />
<br />SY $
<br />SY $
<br />SY $
<br />CY $
<br />SY $
<br />LF $
<br />LF $
<br />LF $
<br />EA $
<br />EA $
<br />LS $
<br />
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />LS
<br />EA
<br />
<br />LF
<br />
<br />/~, /7
<br />/ ')-. v 7_
<br />4.74-
<br />A0.10
<br />7fj,,~o
<br />2t". .,- ~
<br />2.S':{,O
<br />1[" 2.0
<br />I.') 1. ,::>. or.?
<br />14v.uo
<br />'r...-p.~t? 00
<br />
<br />$ 4) u4() .'.;1'
<br />$ 2-,82.0 q
<br />$ ),' LIb). .' "
<br />$ .:;-' t;. cc.. -,'
<br />$ (/llS">
<br />$ ((44S. a
<br />$7CC ,; c
<br />
<br />$ 44.of
<br />
<br />/10. SO..>. IX.>
<br />2.'3 ~Ol./, i.V
<br />,
<br />
<br />$ I it). t::') ~ ,"3.'v~)
<br />$ /')...; ZuO, 1.:>.>
<br />$ 1.)'2.. /4(:/,00
<br />$ lIP { qpt)' Di>
<br />$ /(P~.4 ~ 00
<br />$ ~f 00 ')-: 00
<br />$') Ct:>f6D,IXJ
<br />/ I
<br />$ ). IvO, t:;Y~
<br />$ J f.~J:::>. I/O
<br />$ , i)~co
<br />$ tc>. {?~O.I)i..>
<br />i
<br />
<br />$ 10 2,oBo ,,',
<br />$ .;-, (., 4 O. <'-
<br />,
<br />$ J7 ,65''). ,,(,
<br />$ 4-1.-.400 d'
<br />$ H) (~ (L.. -'c'
<br />$ (1! 4-4'5'. '-i
<br />$ I 8 . z cc ''''
<br />
<br />$ ~.51~fCI".
<br />,
<br />
<br />05-4893
<br />
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