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IlCffl <br />l*art H - Restoration <br />164 Rcuiuvc existiug biluiniiious <br />165 Cumuiou cxcavatiou <br />166 Chiss 5 aggregate base (100% crushed) <br />167 Ty|)e 31 bituminous base course <br />168 Type 41 bituuiiuous wcunug course <br />169 AC-1 bilumiuous material fur mix <br />170 Bituminous material for tack coat <br />171 Bituminous material for patching <br />172 12" RCP. Class 5 in place <br />173 15" RCP. Chiss 4 in place <br />174 18" RCP. Class 4 in place <br />175 33" RCP, Class 3 in place <br />176 48" RCP. Class 3 in place <br />177 12" RCP flared end in place <br />178 15“ RCP flared eud in place <br />179 18" RCP flared end in place <br />180 33" RCP flared end w/trash guard in pi. <br />181 48" RCP flared end w/trash guard in pi. <br />182 Mechauica! .teuch compaction <br />183 Impr. pipe fdn. in 6’ increment depth <br />184 Remove existing CMP cuK'crl <br />185 Filter blanket in place <br />186 Riprap in place <br />187 Tree removal <br />188 Sod with 4" lo|tsoil <br />189 Seed with topsoil, mulch & fertilizer <br />190 Geotextile fabric (Addendum 2) <br />lotai Part U • Restoration <br />I'otal Part A - Sanitary Sewer <br />Total Part B - Restoration <br />rOTAl ALll RNA lTi NO. 3 • CYGNtn PIACF <br />n«M7 Ki t* <br />llnil <br />SY <br />CY <br />TN <br />TN <br />TN <br />TN <br />GL <br />SY <br />LF <br />LF <br />U' <br />LF <br />FA <br />FA <br />Ei\ <br />I-A <br />F.y\ <br />IJ' <br />U- <br />LF <br />SY <br />CY <br />liA <br />SY <br />AC <br />SY <br />RP-7 <br />Cuol/ael <br />Quantity <br />10,800 <br />4.500 <br />6.000 <br />1.500 <br />1.200 <br />160 <br />750 <br />300 <br />300 <br />30 <br />75 <br />100 <br />80 <br />12 <br />-> <br />4 <br />-)mm <br />495 <br />400 <br />4*^5 <br />25 <br />SO <br />15 <br />7.500 <br />2.0 <br />5.500 <br />Unit <br />IVice <br />1.80 <br />4.40 <br />8.50 <br />14.50 <br />15.50 <br />120.00 <br />L.5C <br />210J <br />17.50 <br />19.30 <br />21.00 <br />3.'i.00 <br />81.00 <br />365.00 <br />390.00 <br />410.00 <br />2.500.00 <br />2.665 .tK) <br />1.00 <br />2.00 <br />300 <br />2.50 <br />50.00 <br />1254)0 <br />2.00 <br />800.00 <br />1.50 <br />Ouaalily <br />iti Date <br />9.780 <br />4.300 <br />6.000 <br />175 <br />30 <br />70 <br />80 <br />2 <br />-> <br />150 <br />150 <br />250 <br />5.0)0 <br />Ainoiiol <br />'to Date <br />17 604.00 <br />18.920.o0 <br />51.000.00 <br />3.062.50 <br />570.00 <br />2J10.00 <br />6.480.00 <br />5,000.00 <br />5J30.00 <br />150.00 <br />300.00 <br />750.00 <br />1.615.00 <br />7 <ifiti nn <br />S 120.601.50 <br />1.53.495.4.5 <br />$274,U9f>.95 <br />k_