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Indian River County. Phase II Cell I Construction <br /> .. wertical,Expansion AccessRoad.Ditch Mo-difications <br /> BdFo��m- <br /> Units <br /> �•�x�,'Qtiantrty <br /> 1 TOft-Length of:the Ditch. X50 <br /> 2 Cross Sectional Area of1he Ditch 17.5 sq.ft. <br /> 3. Estimated Fill for achieving the cross section 5`W, x,750 ct1. <br /> 4 Ditch Sdeslopes; <br /> 5 Ditch Perimeter 13.2 'ft <br /> 6 Flexarnat`Width " <br /> Type of Lining Material.__ . <br /> Flexamat <br /> Item Description Estimated <br /> Quantity. Unit: vok ost: Cost.: <br /> (Wote I)' <br /> T S:tockplle exrsttng Check Dairis., 1 LS sl000,.,00: s-,000 00 <br /> 2 _ Subgtad .Prepaia#ion rTTote Tl)-- 1,35:0 if 9 <br /> 1"3%50 38:t�25...0 <br /> 3 Eaithvugt (p]Yl:` ote —F%7—aa : _91,,zoo; oo, <br /> _. ._.. 1;,200. cy <br /> 4 Fiexama (Material andilstallation)(Iitofe 2;50.0. sy a ,so ]a3,?sa 'o.o:. <br /> Crebgrid(zsed tote ialYs of Fiexnat togtliex) 2;500 sf so- s� o, oQ- <br /> .. 6 Tlis ail tockpile&Check ams, LS <br /> SOD OUTU�JE.'OF nFXAMAT ARE 2;2S:O: sy s ,9;o ii_,2s.o:oa: <br /> 8 Concretef is halt:Ctab fQi Access 12oad(N(ite_yII) 1:.;3°5.0. Jr N!A. <br /> .k TOTAL. Zs9,s7 .<o:R <br /> Notes, <br /> Quantltzes:presented heieiri,aie estimated quantities:and should be verified by Contractor. If quantities.are found to <br /> I be ggnilicatrtly diffelent,.Coz►tractor shall nottfy'Consh uctiion IvTanagei/Engineer pri'orto:starting:work .0 uantiti'es; <br /> not;:piovrdgd shall be estimated and ver jfied,by Contractor and brought to,Engineer's:attention Paymentahall be <br /> made on surveyed and calculated:quantities in accordanoe with:the Technical Specifications: <br /> IZ Subgra&.preparation shall invo.1ye.Temoval of overgrown grass,:rocks;sticks,toots,unsuitable soils etetpresent <br /> withaLthe.ditch wthework area.This lineRom shall also.includepreparation of`subgiade for'the ditch ingdMpa4008 <br /> on the.Iandf 11 side-slopes and onthe accessroad sdeslopes as shown ori the Construct;op;I3rawmgs_ <br /> III This hne item involves eatthiyoik associated«+th construct hg:the ditch cross section Qf.2I�;l.U2slopes wittt:depthof <br /> 2 5 A,5%slope up to the existing ground with slopes as indicated on the Constt'uction.Dra wings, <br /> Eaethwork_guantities ate:in-placexompacted.quaritities:Earthwork pay items meiotic all.casts to]laul place;. <br /> N eompact,,and grade general/.structural-fill. <br /> V Conhagtorto_follove,rmntruotion.guidelinesfiom_the.nianufacturer.for.:material:arid nstallatonofFlexamat, <br /> Flexamat manufacturer and cons-truction trotes:are indicated on the Construct on D�ayvJrigs; <br /> UP <br /> Technical Spedifications fi`oin Phase2 Cell 1:Construction Bid Package mill be applicable.Add�fonal Teclvical. <br /> Specifications areprovided with thi .package, <br /> VII This hne item.involves surfaci1.ng;the.access road shoulder and putting in a_cui�b,on south edge of the access>road <br /> Details of the curb as indicated on the.Construction Drawings. <br /> 278 <br />