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Wit <br /> ,��F,�e� a 44� 2'(�-��� ,`P � 3 � ?s t 'k`- '��?;c� a��..i��r��. 3t:� f Com?�.qA }1 % y 1 4111:00;0:40.4,��� � { ;+� +t s <br /> _ i; gg I z I � ��+"�- -'9,,�ra. s ks + `� ,$` S <br /> .e ,- y'< f �lF$ - �`(, iy,,4'1 T mesas. �,i}a'e^5 a nad', ;.. �"i �F a. -Y 'si; I, $�: <br /> '% i ,a lie <br /> '+n 46- r ibAN!� � , se4a ; O <br /> 9 6-19 2,400 SF STRUCTURE EARTH WALL <br /> 22. 10 $ 53,040.00 <br /> 10 7-05.5 7 EACH CATCH BASIN TYPE 1 <br /> 2,099.72 $ 14,698.04 <br /> 11 7-05.5 10 EACH CATCH BASIN TYPE 2 48IN. <br /> $ 3,867.91 . $ 38,679. 10 <br /> 12 7-05.3 7 EACH ADJUST MANHOLE <br /> $ 607,81 $ 4,254.67 <br /> 13 7-05.3 8 EACH ADJUST CATCH BASIN <br /> 607.82 $ 4,862.56 <br /> 14 7.05 6 EACH CONNECTION TOO DRAINAGE <br /> 1 KUC LIRE <br /> $. 1,326.14 $- 7,956.84. <br /> 15 7-05 3 EACH • SOLID LID FOR CATCH <br /> BASIN OR INLET <br /> 884.09 $ 2,652.27 <br /> 16 7-08 1 EACH PLUGGING EXISTING PIPE <br /> 552.56 $ 552.56 <br /> 17 4-04 2,400 TON CRUSHED SURFACING TOP <br /> COURSE <br /> 59.82 $ 143,568.00 <br /> 18 7-13 5 EACH REPLACE WATER METER BOX. <br /> 828.84 $ 4,144.20 <br /> 19 5-04 4,000 CAL ASPHALT COST PRICE <br /> ADJUSTMENT $ 1 .00 $ 4,000.00 <br /> 20 5-04 1,900 TON HMA CL. 1/2 IN. PG 64-22 <br /> $ 74.57 $ 141,683.00 <br /> 21 5-04 100 TON COMMERCIAL HMA <br /> $ 109.41 $ 10,941 .00 <br /> 41't STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 3 February 17,2016 <br />