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Item UaM <br />Co till Hit <br />Quantity <br />Unit <br />Vd.t <br />QuHiility <br />ITn nafip <br />tVAAUU Ol <br />To DaU <br />Patl W • Rcsh>f>itiou <br />164 Hcuiovu existing bitumiiious <br />165 C\munoo excavation <br />166 Class 5 aggregate base (100% cruslied) <br />167 1>|h; 31 luiuinuious base aiursc <br />168 1>|k: 41 Inlumuious rearing course <br />169 AC'-1 bitunuiious tiiatcrial lor nux <br />170 liituniiiious iiialeriai for tack Ciiat <br />171 Hituuiuious uialerial for palcLiug <br />172 12’RCP. Class 5 in placu <br />173 15** UC'l*, ('lass 4 lu plac-e <br />174 IIT KCP. Class 4 lu place <br />175 i r |<C1\ ( loss 3 IQ place <br />176 48" KCP. Class 3 in place <br />177 12" RCT nareil end IQ place <br />178 IS" RCP flared end in place <br />17¥ 18" KCP tlarrd end in place <br />180 }V RCP flared cud w/trasb guard iii pL <br />181 48" KCT flared end le/trasb guard in pi. <br />182 Mecbauical treucb couipacliun <br />183 luipr. pipe fdii. in 6" tnerciDrttt deptb <br />184 Remove extsimg CMP culveri <br />18.5 Filler bUfikel lu place <br />186 Riprap in fiUcc <br />187 I tee removal <br />IH8 S«hI wiib 4" lopsiid <br />189 Seed wiib lupftod. oiulcb Si ferldi/er <br />190 ifeulexlik lobfic (Aikkaduin 2) <br />luloi Part M - Kcftoratmn <br />loul Port A - Sanitary Seiner <br />luiol Port U ’ Retlorilion <br />TOrAI AIn RNATT' NO. 1 O'tiNlT PI AO <br />%mV9UFT HP 7 <br />SY lO.KOO 1.80 10.286 18.514.80 <br />CY 4J^00 4.40 4.613 20.297.20 <br />IN 6.oea HJ50 6.000 51.00C.0O <br />'IN l.soo I4..50 1J75.9H 19.951.71 <br />IN i::oo 15.50 1100 18.600.00 <br />TN I6U 120.00 138.4 I6.6Q8.IJ0 <br />(IL 750 1.50 350 515 IK) <br />SY 3rxi 2100 2.“ 3.06 6J27..32 <br />LF 300 17.50 175 3JJ62-50 <br />LH 30 19.00 JO 370.00 <br />LF 75 21 00 <br />I-F 100 33.00 70 2J 10.00 <br />LF 80 81.00 80 6,480(101 <br />liA 12 Jh5.00 <br />liA 2 390 00 <br />F^\4 410.00 <br />liA ■>2^00.00 t*»SXXMUfil <br />rj\2 2.665.00 2 3J.TO()0 <br />U*495 I.(X)1.50 150.00 <br />U*4rin 2.00 150 300.00 <br />IF 495 3.00 230 750JX) <br />SY 15 150 <br />c:y 30 50.00 <br />LA 15 115 00 13 1.615 00 <br />SY 7^2.00 3.973 11.95000 <br />AC-2.0 800.00 l.l 880 00 <br />SY sxw 3.5«)...iLZsua <br />SI98w38I 53 <br />153 493 45 <br />LSUAiJl <br />U5IJ|761^ <br />i <br />iL _____