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66th AVENLJE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) <br />IRC PROJECT mo./oomm:ns45/oo10000 <br />CHANGR ORD <br />Description of Itemized Changes <br />filAiiiiltg”�������������V N�V��� <br />0�0KASTA115+6���nDSTA il 0 i -' <br />104-10-3 <br />SEDIMENT BARRIER <br />130 <br />LF <br />1 00 <br />130.00 <br />104-11 <br />FLOATING TURBIDITY BARRIER <br />110 <br />LF <br />8 0 <br />88000 <br />121'70 <br />FLOVVABLEF|LL <br />100 <br />CY <br />155 00 <br />15,500 00 <br />1604 <br />TYPE BSTABILIZATION '(12''QUBGRADEL8R4O) <br />104 <br />SY <br />1.25 <br />130.00 <br />285-708 <br />10" OPTIONAL BASE GROUP 9 (TWO LIFTS) <br />540 <br />SY <br />11 50 <br />6,210 00 <br />334-1-13A <br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-12.5) <br /><1.75'1 <br />540 <br />SY <br />14 00 <br />7.560 00 <br />334-1-13B <br />SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE <br />(TRAFFIC C)(SP-9 5)(1") <br />1,628 <br />SY <br />6.00 <br />9.708.00 <br />334-1-13C <br />SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE <br />(TRAFFIC C)(SP-9.5) (1.25") <br />119 <br />SY <br />9 0 <br />1,071 00 <br />339-1 <br />MISCELLANEOUS ASPHALT PAVEMENT <br />O7 <br />TN <br />140.00 <br />98.00 <br />350-1'1 <br />PLAIN CEMENT CONCRETE PAVEMENT, 6" <br />33 <br />SY <br />28.00 <br />924.00 <br />400-0'11 <br />CONCRETE CLASS NS, GRAVITY WALL ' <br />2.15 <br />CY <br />500.00 <br />1.075.00 <br />515-1-1 <br />GTEELGU|DERA|UHANDRA|L <br />52 <br />LF <br />36 00 <br />1.872.00 <br />520'140 <br />CONCRETE CURB & GUTTER (TYPE "F") <br />278 <br />LF <br />10.50 <br />2.919.00 <br />520'1'70 <br />CONCRETE CURB & GUTTER (TYPE "E") <br />12 <br />LF <br />12.00 <br />144.00 <br />522-2 ' <br />SIDEWALK CONCRETE, 6" THICK <br />88.89 <br />SY <br />30.00 <br />2.66670 <br />635'1 11 <br />PULL & JUNCTION BOXES (F&I) (PULL BOX) <br />4 <br />EA <br />350 00 <br />1,400 00 <br />700- 20-11 <br />SIGN, SINGLE POST (F&I) (LESS THAN 12 SF) <br />3 <br />AS <br />275.00 <br />825.00 <br />700-20-60 <br />SIGN, SINGLE POST (REMOVE) <br />1 <br />AS <br />5 15 <br />5.15 <br />700-21'11 <br />SIGN, MULTI POST (F&|)(sOGFORLESS) <br />1 <br />AS <br />3.200.00 <br />3,200 00 <br />700-4818 <br />SIGN PANEL (F&I) (15 OR LESS) (R03-04 <br />2 <br />EA <br />65 00 <br />130.00 <br />700-48'18 <br />SIGN PANEL (F&I) (15 OR LESS) (R10-16) <br />2 <br />EA <br />85.00 <br />130.00 <br />700-48'60 <br />EXISTING SIGN PANEL (REMOVE) <br />5 <br />EA <br />5.15 <br />25.75 <br />705-1'1 <br />OBJECT MARKER, TYPE 1 <br />3 <br />EA <br />200 00 <br />600.00 <br />706'3 <br />R.P MBI-DIRECTIONAL (AMBER/AMBER) <br />35 <br />EA <br />3.10 <br />108.50 <br />706'3 <br />R.P M. BI-DIRECTIONAL (WHITE/RED) <br />36 <br />EA <br />3.10 <br />111.60 <br />711-11-111 <br />THERMOPLASTIC SOLID TRAFFIC STRIP (6^WHITE) <br />0.04 <br />NM <br />5,000 00 <br />200 00 <br />Internet Itemized Schedule -054 <br />00310-1 <br />96 <br />