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• <br />TKDA <br />ENGINEERS • ARCHITECTS • PLANNERS <br />UNIT TOTAL <br />PRICE AMOUNT <br />u) <br />Z <br />W <br />2 <br />W <br />> Z <br />O O <br />LL F- <br />2 a g <br />O o v <br />CO o¢ 0 a. <br />® ▪ z0 1- <br />Q 0 <br />cc <br />o 0 Z o N G <br />O 2 0C')) co m <br />co N W Z <br />1 <br />F-JZ 6 2 <br />WZ0 W W <br />Lz- — Z co <br />COUC0 a 1 <br />0O2 p Z tu <br />CC ¢L U 0 m G <br />TABULATIO <br />F- <br />E <br />DESCRIPTION <br />I- 0 <br />1 <br />69 <br />1 <br />64 <br />1 <br />64 <br />1 <br />64 <br />1 <br />.69 <br />1 <br />69 <br />1 <br />69. <br />1 <br />49 <br />1 <br />69 <br />1 <br />69 <br />1. <br />69 <br />1 <br />49 <br />1 <br />H3. <br />1 <br />64 <br />1 <br />49 <br />1 <br />64 <br />69 <br />1 <br />49 <br />1 <br />E9 <br />1 <br />.69. <br />1 <br />49 <br />1 <br />64 <br />1 <br />69 <br />1 <br />64 <br />1 <br />64 <br />1 <br />69 <br />1 <br />1 <br />69 <br />1 <br />6 <br />1 <br />69 <br />1 <br />69 <br />1 <br />69. <br />1 <br />69 <br />1 <br />49 <br />1 <br />69 <br />1 <br />69 <br />1 <br />69 <br />1 <br />69 <br />1 <br />64 <br />1 <br />64 <br />1 <br />49 <br />1 1 <br />49 64 <br />1 <br />69- <br />1 <br />49 <br />1 <br />69. <br />1 <br />69 <br />1 <br />69 <br />1 <br />64 <br />1 <br />49 <br />1 <br />69 <br />1 <br />64 <br />1 <br />64 <br />1 <br />49. <br />1 1 <br />64 69 <br />1 <br />64 69. <br />1 <br />64 <br />1 1 1 <br />64 64 49 <br />1 1 <br />69 49 <br />1 1 <br />64 69 <br />1 <br />64 <br />1 <br />64 <br />1 1 <br />49 E9 <br />1 <br />69 <br />1 <br />64 <br />$ 5,440.00 <br />0 <br />T <br />49 <br />$ 2,705.00 <br />$ 865.60 <br />$ 5,000.00 <br />$ 2,726.64 <br />$ 1,090.80 <br />$ 3,651.75 <br />0 <br />co <br />64 <br />$ 541.00 <br />$ 378.00 <br />0 <br />o <br />r <br />69 <br />$ 740.00 <br />0 <br />O <br />N <br />64 <br />$ 432.80 <br />n <br />T <br />69 <br />0 <br />CD <br />N <br />$ 1,460.00 <br />$ 1,352.00 <br />$ 3,348.00 <br />$ 4,900.61 <br />$ 5,960.92 <br />$ 4,206.24 <br />00 0 <br />0. 0 000LO0 <br />CO 0 0 <br />d' ID O <br />(0 O <br />r <br />49 69 69 <br />0 0 <br />0 .COO <br />(0 N <br />69 64 <br />CD 0 <br />N N <br />CO CO. <br />r <br />64 <br />$ 5,756.851 <br />$ 292.20 <br />$ 1,900.00 <br />$ 2,090.00 <br />$ 628.20 <br />$ 1,119.36 <br />0 <br />CD <br />r <br />69. <br />$ 1.40 <br />0 <br />O <br />LO <br />69 <br />0 <br />CD <br />CO <br />64 <br />$ 1,000.00 <br />$ 43.28 <br />$ 45.45 <br />0) <br />CO <br />69 <br />0 <br />OR <br />r <br />49 <br />$ 541.00 1 <br />0 <br />O <br />CO <br />64 <br />$ 162.00 <br />0 <br />O <br />r <br />69 <br />$ 27.05 1 <br />CD <br />N <br />69. <br />7 <br />CC) <br />6O9 <br />0 <br />O <br />0 <br />0 CV <br />) ) <br />Ea <br />0 <br />O <br />O <br />o <br />T <br />64 <br />$ 1,352.00 <br />$ 108.00 <br />ti co <br />07 CT N <br />D) 0) C)) <br />rrN <br />64 49 63. <br />0 0 0 <br />0 0 0 <br />0000 <br />( 0 0 O00 <br />Ln u) <br />0 <br />T <br />.69 69 1" <br />$ 5,100.00 <br />$ 0.54 I <br />v (0 <br />CO N <br />(0 <br />NTN <br />69. 69 <br />CD <br />N <br />C7 <br />69- <br />$ 48.70 <br />0 0 <br />O O <br />00 <br />CD Cr) <br />T... <br />69 E9 <br />CO CD <br />O h <br />OT <br />69. 69 <br />SY <br />GAL <br />EA <br />W <br />EA <br />LF <br />LF <br />LF <br />LF <br /><< <br />W <br />W <br />EA <br />< <br />W <br />LF J <br />)-m <br />co <br />J <br />EA <br />EA <br /><> - <br />W 0 <br />LF <br />LF <br />SY <br />EA <br />LS <br />SIG SYS <br />U)LL< <br />J J <br />EA <br />EA <br />LL <br />CD <br />EA 1 <br />EA <br />EA <br />LL LL <br />J J <br />400 <br />O <br />T. <br />V) <br />1.- <br />LD�N�C7 <br />r <br />Tr <br />d' <br />1 78 <br />,1c, <br />CO <br />1 <br />31 <br />253 <br />427 <br />144 <br />V) 1.- Tr <br />o00T <br />a' <br />N <br />248 <br />co <br />TO r.d <br />r <br />C07 <br />0 co <br />IT <br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR <br />DRIVEWAY <br />BITUMINOUS MATERIAL FOR TACK COAT <br />CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES <br />AND TYPES) <br />12" RC PIPE APRON W/ TRASH GUARD <br />1 18" RC PIPE APRON W/ TRASH GUARD <br />12" RC PIPE SEWER CLASS V DESIGN 3006 <br />15" RC PIPE SEWER CLASS V DESIGN 3006 <br />118" RC PIPE SEWER CLASS V DESIGN 3006 <br />W <br />Ll <br />E. <br />U <br />CD <br />C7 <br />136" 45 DEGREE ELBOW FOR C.S. PIPE <br />4 '-' IULKHEAD 36" C.S. PIPE <br />INSULATION (4" THICKNESS) <br />1DUCTILE IRON FITTINGS <br />CONSTRUCT CATCH BASIN 27' DESIGN 403 (W/ <br />SALVAGED CASTING ASSEMBLY) <br />CONSTRUCT CATCH BASIN -MH 48" DESIGN 406 (W/ <br />SALVAGED CASTING ASSEMBLY) <br />CONSTRUCT STORM SEWER MH 48° (W/ SALVAGED <br />CASTING ASSEMBLY) <br />RIP RAP CLASS III <br />CONCRETE CURB AND GUTTER DESIGN B418 <br />CONCRETE CURB AND GUTTER DESIGN B618 <br />4" CONCRETE DRIVEWAY PAVEMENT <br />SUPPORT <br />TRAFFIC CONTROL <br />FULL T ACT T CONTROL SIGNAL SYSTEM <br />EMERGENCY VEHICLE PREEMPTION SYSTEM <br />REMOVE PAVEMENT MARKING - PERMANENT <br />REMOVE SIGN TYPE C <br />SALVAGE SIGN (INCL. POST & ASSEMBLY) <br />SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) <br />-IAZARD MARKER X4 -2 <br />DAVEMENT MESSAGE (LT ARROW) POLY PREFORM <br />DAVEMENT MESSAGE (RT ARROW) POLY PREFORM <br />1" SOLID LINE WHITE -PAINT <br />?4" SOLID LINE YELLOW -PAINT <br />CO CV <br />1'')) <br />CO <br />11') <br />C'0) 1177 CO <br />C0*) <br />0 <br />V <br />'a <br />''^V <br />0) <br />0) <br />0 <br />0 in <br />N 0) of <br />Eli 0) Li) <br />CO CD r- tin <br />(0 CD h <br />CO � <br />0) 1n <br />0 r <br />0 m <br />N <br />1,, <br />CD re. <br />