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66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TSTREET) <br />IRC PROJECT NO./BID NO.: 0545/2013008 <br />CHANGR ORDER No. 2 <br />Description of itemized Changes <br />Internet Itemized Schedule -0545 <br />00310-10 <br />105 <br />FROM STA 245+90 TO 'STA 303+00-(0545C) <br />� <br />ROADWAY IMPROVEMENTS.. <br />104-10-3 <br />SEDIMENT BARRIER <br />348 <br />LF <br />1.00 <br />340D0 <br />110-6B <br />PLUGGING 6" WATER WELL (DEPTH UNKNOWN) <br />4 <br />EA <br />2.20000 <br />8,800 00 <br />121-70 <br />FLOWABLE FILL <br />100 <br />CY <br />180 00 <br />18.000.00 <br />160-4 <br />TYPE BSTABILIZATION '<12^SUBGRADELBR40 <br />7,170 <br />SY <br />1.25 <br />8.962.50 <br />285-709 <br />1O^OPTIONAL BASE GROUP Q(TWO LIFTS) <br />1,789 <br />SY <br />9.25 <br />16.548.25 <br />286-1 <br />TURNOUT CONSTRUCTION <br />203.86 <br />SY <br />8.10 <br />1,651.27 <br />286- <br />TURNOUT CONSTRUCTION - ASPHALT <br />22.61 <br />TN <br />175.00 <br />3.956J5 <br />. <br />334-1-13A <br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP -12.5) <br />(1 75) <br />277 <br />SY <br />8.20 <br />2.27140 <br />334 -1'13C <br />ASPHALT CONCRETE SURFACE COURSE (TRAFFIC C) (SP - <br />9.5)(125^) <br />1,054 <br />SY <br />6 6 <br />8.950.40 <br />339-1 <br />MISCELLANEOUS ASPHALT PAVEMENT <br />35.77 <br />TN <br />140 00 <br />5.007.80 <br />350-14 <br />PLAIN CEMENT CONCRETE PAVEMENT 6" <br />204 12 <br />SY <br />30 00 <br />6.123.60 <br />400'1'2 <br />CONCRETE CLASS 1, ENDWALLS <br />6.33 <br />CY <br />630.00 <br />3.087.90 <br />415-1-2 <br />REINFORCING STEEL, ROADWAY <br />17375 <br />LB <br />1.00 <br />173.75 <br />425'1-461 <br />INLETS, CURB, TYPE "J-6", <10' <br />1 <br />EA <br />5,400 00 <br />5.400.00 <br />425-1-521 <br />INLETS, DITCH BOTTOM (TYPE "C") <br />3 <br />EA <br />1.800.00 <br />5.400.00 <br />425-2-41 <br />MANHOLES, P-7, <10' <br />1 <br />EA <br />2,000 00 <br />2,000 00 <br />480-174'124 <br />PIPE CULVERT, RCP, ROUND 24^8/CO <br />41 <br />LF <br />42.00 <br />1.722.00 <br />430-174'130A <br />PIPE CULVERT, RCP, ROUND 30^G/CD <br />489 <br />LF <br />50.00 <br />24.450.00 <br />430'174'136A <br />PIPE CULVERT, RCP, ROUND 3O^G/CD <br />265 <br />LF <br />63.00 <br />16.695.00 <br />430-174'142 <br />PIPE CULVERT, RCP, ROUND 42^S/CD <br />237 <br />LF <br />85 00 <br />20.145.00 <br />430-174'180 <br />PIPE CULVERT, RCP, ROUND O0''G»CD <br />121 <br />LF <br />170.00 <br />20,570 00 <br />430-175'118A <br />PIPE CULVERT, RCP, ROUND 18^G/CD <br />199 <br />LF <br />32.00 <br />0.368.00 <br />430-175-118B <br />PIPE CULVERT, CAP, ROUND 18^8/CD <br />129 <br />LF <br />100.00 <br />12,900 00 <br />430-175'184 <br />PIPE CULVERT, RCP, ROUND 84^G/CD <br />2 <br />LF <br />535.00 <br />1.070.00 <br />448'1'10A <br />UNDERDRAIN WITH SOCK FILTER (4" DIAMETER) <br />331 <br />LF <br />10.00 <br />5.236.00 <br />Internet Itemized Schedule -0545 <br />00310-10 <br />105 <br />