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CO <br />CO <br />0 <br />V V <br />0 0) <br />V V - <br />V 0 <br />V <br />C ) <br />V V <br />A W <br />V <br />N— <br />V <br />V <br />co <br />05 <br />CO <br />W <br />0) <br />0) <br />V <br />O) <br />O) <br />- 0) <br />N <br />CO <br />A <br />CO 0) <br />W N <br />0) <br />-+ <br />01 <br />O <br />0) Cn <br />CO CO <br />to <br />V <br />W <br />0) <br />0 <br />01 <br />Cn <br />A <br />CT Cn <br />W N <br />to <br />0) <br />0) <br />O <br />01 V <br />0 <br />2531.501 <br />2531.507 <br />2540.602 <br />2540.602 <br />2506.603 <br />2511.501 <br />2531.501 <br />N <br />0 0 <br />0 0 <br />0 <br />N <br />2506.502 <br />2506.502 <br />N <br />0 <br />C <br />2506.502 <br />2506.502 <br />0Npn <br />O) <br />N <br />0 00 <br />W A <br />N A <br />0 <br />A <br />0W <br />03 <br />0n <br />A <br />2504.603 <br />2504.603 <br />2504.602 <br />2504.603 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.602 <br />0 <br />A <br />0 <br />av <br />2 <br />oz <br />03 <br />W <br />5 <br />M <br />m <br />m <br />CONCRETE CURB AND GUTTER DESIGN 8418 W/O BACK <br />6" CONCRETE DRIVEWAY PAVEMENT <br />INSTALL MAIL BOX SUPPORT <br />MAIL BOX SUPPORT <br />CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' <br />DEPTH) <br />RANDOM RIPRAP CLASS III <br />CONCRETE CURB AND GUTTER DESIGN B418 <br />RECONSTRUCT EXISTING MANHOLE <br />CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301) <br />ADJUST EXISTING FRAME AND RING CASTING <br />CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE - <br />TYPE SK <br />CONSTRUCT 96" DIAMETER CATCH BASIN MANHOLE - <br />TYPE ST <br />CONSTRUCT 48" DIAMETER MANHOLE - TYPE 409 <br />CONSTRUCT 60 " DIAMETER CATCH BASIN MANHOLE <br />TYPE 406 <br />CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE <br />TYPE 406, <br />CONSTRUCT CATCH BASIN - TYPE 404 <br />DUCTILE IRON FITTINGS <br />CONSTRUCT CATCH BASIN -TYPE 402 <br />INSULATION (4" THICKNESS) <br />11" TYPE K COPPER PIPE <br />8" WATERMAIN DUCTILE IRON CL 52 <br />12" WATERMAIN DUCTILE IRON CL52 <br />16" WATERMAIN DUCTILE IRON CL 52 <br />12" GATE VALVE & BOX <br />1" CURB STOP & BOX <br />RELOCATE HYDRANT AND VALVE <br />HYDRANT <br />6" GATE VALVE & BOX <br />• ENGINEERS •ARCHITECTS • PLANNERS <br />APRIL 2, 2004, AT 10 AM <br />tOR IN BIDDERS CALCULATION THREE. RIVERS <br />CONSTRUCTION <br />UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />420 <br />1 <br />A N <br />01 CO-10 <br />0) <br />OVf A <br />CO W N <br />CO <br />_ <br />W <br />CD 01 <br />LP <br />529 <br />12 <br />123 <br />15 <br />2,557 <br />3 <br />12 <br />A A-� <br />T <br />D D siz T- <br />LF <br />LF <br />D D D <br />D <br />D <br />TT <br />D- <br />D <br />LB <br />EA <br />fn <br />{ <br />T <br />EA <br />LF <br />LF <br />LF <br />D D <br />D D D <br />4049 <br />N3 <br />CO <br />CO V <br />0 W <br />$ 8.60 <br />$ 36.32 <br />$ 77.25 <br />$ 139.05 <br />494949 <br />V CO ,0OAao� <br />W 0 A <br />$ 341.63 <br />$ 1,137.38 <br />$ ' 1,902.50 <br />$ 3,580.92 <br />$ .5,871.42 <br />$ 2,589.02 <br />$ 1,912.00 <br />49 <br />f0 <br />N <br />0 <br />0 <br />fA <br />0 <br />V <br />O <br />$ 3.00 <br />$ 1,802.50 <br />49 <br />0 <br />V <br />CO <br />$ _ 17.41 <br />$ 1,289.64 <br />$ 72.04 <br />$ 24.50 <br />$ 35.65 <br />$ 39.10 <br />$ 29.84 <br />$ 1,179.75 <br />$ 1,756.48 <br />$ 560.74 <br />4949 <br />N W <br />V. <br />0 0 <br />$ 9,890.00 <br />$ 1,489.12 <br />$ 695.25 <br />$ 695.25 <br />$ 1,181.28 <br />$ 3,712.20 <br />$ 52,277.99 <br />$ 1,368.52 <br />$ 1,137.38 <br />$ 7,610.00 <br />49 - <br />03 <br />O <br />N <br />$ 23,485.68 <br />$ 2,589.02 <br />$ 3,824.00 <br />49 <br />Cn <br />W. - <br />O <br />$ 3,952.89 <br />$ 4,125.00 <br />$ 18,222.50 <br />$ 742.13 <br />49 <br />CO <br />O <br />m <br />m <br />$ 3,868.92 <br />$ 864.48 <br />$ 294.00 <br />$ 4,384.95 <br />$ 586.50 <br />$ 76,300.88 <br />$ 1,179.75 <br />$ 7,025.92 <br />$ 2,242.96 <br />49 49 <br />40 40 4A 40 <br />46 49 49 <br />40 4960 <br />40 <br />40 <br />40 49. <br />49.: <br />49 <br />49 49 <br />49 <br />49 <br />49 4949 49 4949 <br />N 49 49 <br />40 44 <br />40 49 40 40 <br />49 4946 <br />69 44 49 <br />44 <br />49 <br />49 44 <br />64 <br />49 <br />40 40 <br />49 <br />40 <br />46 40 4, 49 69 40 <br />H 69 40 <br />