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rin4 i <br />PH.;SE ! I Lp`;S <br />��:I•; � , �"i/n <br />:�V��II;c cQ.:i L:��JflC�i F,:CII.IiY <br />TIO`I !:ON{ i?ECCN�y:IID�D FC° I!If.LUSI0f1 <br />!il P,FQ!J,'-_�T F',^iR AI!c?IC?"�NT TO I.A.f.. r,oddl� FS3=ci`1.iIT ��q. Ii-'.".'i1D <br />I. R�ugh grading of hydraulic Fill area, finish qrading and <br />compac[ion of r,orth half <br />?. Cru;hed roc� hase for �l-S roadway acro;s hyd;aulic Fill <br />3. Crwhed rock ha;e for ini[ial parking �r2a (3.J5,:�) <br />4• Precast wrb section; For tra�Fic and parking cun[;�i <br />�. Grading oF suhgrade for southerly por[ion of ramp <br />6, rurnishing, plaeing and grading quarry rock and erushe. <br />rock base for sama <br />1. Furnishing and installing I;[ increm�n[ preca;t concr�t: <br />slab ramp sec[ions <br />8- Asphal[ic paving for upper ramp and aoproach areai <br />9• Floating driFt boom, w/anchor pi�iny <br />10. Onz launch ramp service Float (o' x 200'), o-�i[h guidz piling <br />u� <br />Sub[etal <br />Indirect costs and contingencies (including sales [ax and <br />engineerinq) <br />Estima[ed To[al Cos[ <br />In the even[ that addi[ional cost savings ara achieved in Che <br />work program outlined above, it is proposed that the following <br />work i[em 6e added to the lis[ oF suppiemen[al work: <br />Furni;hing and placing of quarry rock for a spur dike at [hz <br />sou[h side of Che launching basin, for wave protection and as <br />acc�ss to a fu[ure corroination Floating wave break and r..00r- <br />ing floa[ <br />0 <br />$ 20,C^,U <br />IJ,000 <br />2i,000 <br />13,000 <br />7,OU0 <br />20,C00 <br />30,000 <br />7,000 <br />14,000 <br />30,00� <br />5180,000 <br />45,000 <br />5225,000 <br />5 8,000 <br />EXH191T ��6,� <br />Y <br />�ct , <br />