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66th AVENUE ROADWAY IMPROVEMENTS (SOUOF 49TH STREET) <br />IRC PROJECT NO./BID N <br />CHANGR ORDER No. 2 <br />Description of Itemized Changes <br />63gii1W;":"'W6iCililaigiiri,:;W6.-"•?:..�����T-�:';-?‘i.,:''` <br />. <br />MAILBOX V`&;(G|NGLE) <br />3 <br />.:OJii <br />EA <br />:1!i:filia07(6-a.:,..1 <br />80.00 <br />'.'s@A'aii'l'aalie: <br />':Ii�aii`erfil. <br />240.00 <br />110'7-1 <br />120-6 <br />EMBANKMENT, COMPACTED IN PLACE <br />4,256 <br />CY <br />575 <br />24.47200 <br />180-4 <br />TYPE BSTABILIZATION '(12^SUBGRADELBR4O) <br />834.5 <br />SY <br />1.25 <br />1.043.13 <br />285'706 ' <br />8" OPTIONAL BASE GROUP 6 (TWO LIFTS) <br />908 <br />SY <br />9.25 <br />8,399 00 <br />285'709 <br />10" OPTONAL BASE GROUP 9 (TWO LIFTS) <br />290 <br />SY <br />9.25 <br />2.682.50 <br />286-2 <br />TURNOUT CONSTRUCTION - ASPHALT <br />183 <br />SY <br />11.20 <br />2.049.60 <br />327-70-1 <br />MILLING EXISTING ASPHALT PAVEMENT (1.25" AVG.) - <br />800 <br />SY <br />7 00 <br />5.600.00 <br />334-1-13A <br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-12.5) <br />(1J5) <br />1,024 <br />SY <br />8.20 <br />8.396.00 <br />334-1-13C <br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-9.5) <br />(1.25") <br />4,353 <br />SY. <br />6 6 <br />28.729.80 <br />425-3-81 <br />JUNCTION BOX (DRA|NAGE)(SPEC|AV<10' <br />4 <br />EA <br />8,200 00 <br />32.800.00 <br />430-175-118B <br />PIPE CULVERT, ALUMINIZED CMP, ROUND 18" S/CD <br />5 <br />LF <br />65 00 <br />325.00 <br />430'175'124 <br />PIPE CULVERT, RCP, ROUND 24^8/CD <br />1 <br />LF <br />38.00 <br />38.00 <br />438'175'130 <br />PIPE CULVERT, RCP, ROUND 30''S/CD <br />1 <br />LF <br />47.00 <br />47 00 <br />430'175'136 <br />PIPE CULVERT, RCP, ROUND 36'G/CD <br />96 <br />LF <br />00.00 <br />5.760.00 <br />528'1'10 <br />CONCRETE CURB & GUTTER (TYPE "F") <br />114 <br />LF <br />11 00 <br />1,254 00 <br />522-2 <br />SIDEWALK CONCRETE, 6" THICK <br />151 78 <br />SY <br />30 00 <br />4.553.40 <br />523-1 ' <br />PATTERNED/TEXTURED PAVEMENT, CONCRETE <br />66 <br />SY <br />60.00 <br />3.960.00 <br />536-1-1 <br />GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL <br />LENGTH) <br />13.1 <br />LF <br />25.00 <br />327.50 <br />SIGNALIZATION <br />555-1-2 <br />DIRECTIONAL BORE (a^TO<12^) <br />150 <br />LF <br />11 00 <br />1,650 00 <br />030'1'12 <br />CONDUIT SIGNALS (F&I) (UNDERGROUND) <br />4,975 <br />LF <br />2.50 <br />12.437.50 <br />849'31'100 <br />MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE <br />ARM WITH LUMINAIRE (36') <br />0 01 <br />EA <br />21.000.00 <br />210.00 <br />SIGNING & MARKINGS <br />700- 20-11 <br />SIGN, SINGLE POST (F&I) (LESS THAN 12 SF) <br />19 <br />AS <br />275.00 <br />5.225.00 <br />706-3 <br />RETRO -REFLECTIVE PAVEMENT MARKERS <br />187 <br />EA <br />3.10 <br />579J0 <br />711-11-121 <br />THERMOPLASTIC SOLID TRAFFIC STRIP (6''WHITE) <br />3,445 <br />LF <br />1.00 <br />3.445.00 <br />711-11-122 <br />THERMOPLASTIC SOLID TRAFFIC STRIP (8" WHITE) <br />884 <br />LF <br />1.20 <br />1.060.80 <br />Internet Files W.,ontentOuttook0A3K8007Tinel Itemized Schedule -0545 <br />00310-8 <br />103 <br />