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Jan 22 04 03 : 02p Indian River County 772 - 770 - 5095 p . 8 <br /> Construction Cost Estimate <br /> for Lxtdsey Lanes <br /> (On-site) <br /> ( '(1NS I RIY -f1ON ( Y).ST ENTI .%IATE FOR LI \ uSF: 1 LANES Pit %Sr. II ( ' & IID - O\MTF. <br /> 1111 .1 . of \ All : O1+ 1 '17I .1'1'llis UNIT 1)11 ,\ N1171' IINHAIRI( ' I ( 5101:KAI . •\ L <br /> ( 'tlHl'Llfl'1 I< IALA ( V ( � ( F ( 'tlSl <br /> �a `� \ lnhltn,cut n <br /> Ls <br /> /LlJLW,1IJJ'� tl . s � ■ lint SLklNllxr <br /> ( Irrr K Grub I ' " • S l xn l ,u <br /> ,\t ' \ uJ SI fail $ ( 101 511 , 751 (NI 91Av <br /> ' ter+; I ,..JtanmlvnfunAmcru ( • 1 II 1 ( t° ° 51 a7i iU <br /> Itm <br /> Sediment Inw•e I }u fel Tq ( NI II° , Iixr° . <br /> fu un <br /> 1 .$ 1 SI ,I IIx71xl SI INNI INI <br /> ldJdlnl' r ' \1 find 11 SI Ixxl lxr <br /> I Ss rwxt nt Tk ( NlN lxt <br /> , .x .. 5i . 4 4h <br /> RO. \D11 ;Ilq( IGlI 'I'-OF'-11' ;11 1ubu11yl 52 � . + � IINI <br /> SF Uii 11 . <br /> FMahidtn ( r1N11: Sit <br /> ) y IJ1N1 <br /> h - SWhihucJ 5u fadeSJ ?tN) ( kl U° ° I IxN " SJ . ]rx1 rNt <br /> 1Y h: 9tl TJ Wl 52 ] ,531 ( kl ° <br /> / (J ' Rock B:LVC SS. 911 111° , T2 .Ji3 IU .t:r .• <br /> 1 . 1 /4 ' h • 1 - I IL, halr3X91 Si 310 % If) .d22 )/) <br /> Ill sl on til' 3rw 1 SJ YX SY ,J 11 X8 IW : I(Xre 59 ,441 XX .- <br /> FA 3 f I j01N) SJ ill IN) <br /> Ob -ct mwkcr st m1p'� ItNM : Sl ; q fk) <br /> l:A J S ! SII fkl S6(kl lkl <br /> Street StnU'; IfXP : . t(dNl tN) <br /> Stu bar A J <br /> L $2O10lXl fX(k) 1k) 11° ; Itkl° ;, SXINI (kt <br /> k A 3 575 lX) S" 5 010 e <br /> h' dhl vclluN sut <br /> LF lio TI (w <br /> StKItl \Ulk) U°: Itki° ; S1u11N1 <br /> SY 61 '_ 1 SI 511 Sy, lAl SU <br /> Rcmtmcust Turn around � p 0"'O 10046 tY , IRl511 <br /> 1'S 3 52(X) UU S6U(I l!V 0°lo I W9'6 Sb(kl [Nl <br /> DRAINAGE Subtotal S70.85168 <br /> 12 " RCP $311113 71 <br /> C Inlets LF JU S F. A S 16 . 50 . $660.00 90% <br /> 10°.6 Sb6 (KI 2 5760 .00 51 ,$20.00 <br /> `)(r% I00/1 S15200 <br /> WATER Subtotal 52, 180.(X) (1 � <br /> 5_ I X .fX) <br /> Connect to exist 6 ' ve EA 3 <br /> 4 " vc 5.150 . 00 $ 1 .350.00 IOU% U!y SU U(I <br /> LF 235 SI0. 50 52,467.50 90% IU'/o ? <br /> 6 ' vc 5_46 )5 <br /> LF 1142 S ! 1 . 25 512,847.50 90% 10% 51184 75 <br /> 6'dt LF 210 <br /> h"c6" let EA - <br /> 522 . 100 f4J0 . 00 90% IU% S4J W <br /> 4 " m V EA <br /> 5275 . 00 5825 . 00 I (X)°i6 0% $00(1 <br /> 6"ml „ $450 .00 S350 <br /> EA 5 SJ 100% 0% SO.00 <br /> M restraincrsc ' SO 00 521550o00oo <br /> 10046 U% SO UO <br /> LS I 51 . 00 $ 1 ,000 100%. 00 <br /> Fire hydrant usemhlt' 000 0% $0 00 <br /> VIA * m reducer LA 2 $2 . 30000 S4,6M W 80% 20°6 5930 00 <br /> EA 1 <br /> 6" 45° MJ Bend $ 183 UU 16185 . UU MI u° 6 SU.UU <br /> 6" 910° MJ Bend <br /> EA J SBO-00 S1 .400. 00 8046 2 <br /> EA O°'e $ 1 .400 .1)0 <br /> $370 .00 $370.00 80% 20% S370 .00 <br /> Tem ra 'um r FA <br /> 81oN,(fl' $ 1 ,500 .00 $3.000. 00 100% 046 50 .00 <br /> EA 2 $400.00 $800.00 100% <br /> Sam le ints EA 3 046 SU.UU <br /> Sin le Service-short 5250.00 $750.00 80°% 20% 5150.00 <br /> EA 1 $275 .00 $275 .00 <br /> Sin Ic Service-Ion EA 80°6 20% 555 .100 <br /> , <br /> Double Serviceshorl 5360.00 5720 .00 80% 20% S 144 .00 <br /> wc-short EA 8 5425.00 53 .40000 80% <br /> Double Servic -Ion EA 4 20 % $680. 0(1 <br /> 1'estin 55010.()0 54000.00 80% 20% $-0100 00 <br /> ` p\ LS Included in total nee <br /> 5E1ti'ERSubtotal %] 9,030 00 55 .694 50 <br /> Tie into exist manhole LS 2 <br /> 8" Pvc 5400.00 $800.00 80% 2046 $ 160.00 <br /> nirrutnhole LF 1070 S12.7S $ 13 ,642. 50 80% 20% $2 .728 .50 <br /> SEA 3 S1 .ISUM 54135000 / e. <br /> Sin le (r• tcrJl 810° ° 20 .0 $X7(110(1 <br /> Double Lateral EA i MOM $500 , 00 80°/6 -I 5100.00 <br /> Test in $30000 $4 ,200.00 80% 210°1. 5840.00 <br /> ( � LS Included in total rice <br /> d $ublolal523,492.50 $4,698. 50 <br /> t�r <br /> EXHIBITA <br /> Page 3 of 3 <br />