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FR <br />E9 <br />E9 <br />E9 <br />E9 <br />E9 <br />E9 ER <br />E9 <br />69. <br />E9 <br />E9 <br />E9 <br />E9 <br />ER. <br />ER <br />fit <br />E9 <br />Eft <br />E9 <br />69 <br />ER <br />E9 <br />E9 <br />E9 <br />E9 <br />1 <br />E9 <br />1 <br />69 <br />I <br />E9 <br />1 <br />E9 <br />1 <br />VI <br />1 <br />.9 <br />1 <br />E9 <br />1 <br />ei <br />1 <br />63. <br />I <br />E9 <br />1 <br />69. <br />GUMMISJIUN NU. 1ZJW -UJ <br />ENGINEERS "ARGI <br />BIDS OPENED: JUNE 3, 2003, AT 10 AM <br />'DENOTES ERROR IN BIDDERS CALCULATION <br />MN /DOT S.R. WEIDEMA INC <br />ITEM SPEC. UNIT TOTAL UNIT TOTAL UNIT <br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE <br />EA <br />EFT <br />CO <br />64 <br />E9 <br />E9 <br />ER E9 <br />E9 <br />E9 <br />E9 <br />E9 <br />E9 <br />Eft <br />E9 <br />E9 <br />69. <br />E9 <br />E9 <br />69 <br />E9 <br />E9 <br />E9 <br />Efl <br />E9 <br />E9 <br />1 <br />E9 <br />I <br />E9 <br />1 <br />E9 <br />1 <br />69 <br />I <br />E9 <br />I <br />E9 <br />1 <br />GA <br />E9 <br />1 <br />E9 <br />1 <br />E9 <br />1 <br />E9 <br />$ 3,424.00 <br />$ 15,594.40 <br />$ 18,954.00 <br />$ 77,760.00 <br />$ 34,344.00 <br />$ 38,070.00 <br />$ 53,460.00 <br />$ 1,733.05 <br />0 <br />0 <br />O <br />o <br />T <br />E9 <br />1 $ 3,170.00 <br />O <br />O <br />O <br />CO <br />N <br />E9 <br />oo <br />o <br />tD <br />t`t <br />C]r <br />E9 <br />to <br />ti <br />E9 <br />1 $ 450.00 <br />O V <br />O C] <br />a0 N <br />90 <br />CV <br />di 69. <br />$ 4,200.00 <br />$ 6,800.00 <br />$ 775.00 <br />$ 2,170.00 <br />$ 2,288.65 <br />32,029.40 <br />00 <br />to <br />v <br />r- <br />CD <br />T <br />64 <br />$ 4,408.00 <br />$ 4,372.50 <br />$ 4,788.00 <br />$ 1,260.00 <br />q <br />O <br />10 <br />o <br />10 <br />s' <br />� <br />$ 8,880.00I <br />O <br />O <br />10 <br />t` <br />7- <br />T <br />�' <br />$ 2,825.001 <br />$ 1,495.00 <br />0 <br />IO <br />o <br />CI) <br />O <br />O <br />o <br />N <br />69 <br />$ 1,690.00 <br />$ <br />Io <br />n. <br />O <br />64 <br />o <br />O <br />O <br />0 <br />64 <br />0 o7 <br />1.0 <br />r <br />6464 <br />$ 162.00 <br />$ 162.00 <br />$ 162.00 <br />$ 162.00 <br />O tO <br />N O <br />E9 Eft <br />9,000.00 <br />OO <br />d <br />T <br />CO <br />o <br />1,075.00 <br />O <br />r <br />i 225.00 <br />720.00 <br />510.00 <br />4� <br />O 04 Or t <br />o d N 0 10 N <br />"Eh. <br />CO <br />69491.64 69640969E96364. <br />C)Otoo <br />o 00 N DM <br />O <br />0 <br />E9 <br />$ 1,325.00 <br />$ 1,480.00 <br />$ 2,220.00 <br />$ 2,825.00 <br />$ 1,495.00 <br />O <br />N <br />EA <br />$ 250.00 <br />$ 845.00 1 <br />$ 1 ,795.00 1 <br />O <br />0 <br />E9 <br />_. <br />Vt <br />E9 <br />... <br />6% <br />6.764 <br />ow <br />J J <br />J J <br />J J <br />J J-J <br />J <br />W <br />W <br />W <br />W <br />W W <br />W W W W J J <br />J J C <br />J <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />J <br />32 <br />1544 <br />t.CN <br />rCON <br />212 <br />235 <br />330 <br />3151 <br />Tr <br />1 13 <br />OTN`CC04 <br />T <br />CON CD CD to CD <br />MCI CA CO Oh CD CA <br />.N -T r 40 <br />T <br />V <br />r <br />34 J <br />CD <br />CO <br />r <br />T <br />CO <br />CONr <br />r <br />8" PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) <br />4' SANITARY SERVICE PIPE (SCHEDULE 40) <br />8" PVC, SDR 26 PIPE SEWER (18' -20' DEPTH) <br />8" PVC. SDR 26 PIPE SEWER (20' -22' DEPTH) <br />8" PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) <br />8" PVC, SDR 26 PIPE SEWER (24' -26' DEPTH) <br />8° PVC, SDR 26 PIPE SEWER (26' -28' DEPTH) <br />TELEVISE SANITARY SEWER MAINS <br />CONNECT TO EXISTING WATERMAIN <br />1_ <br />INSTALL HYDRANT <br />K <br />K <br />1" CURB STOP & BOX <br />6' WATERMAIN DUCTILE IRON CL 52 <br />8° WATERMAIN DUCTILE IRON CL 52 <br />16' WATERMAIN DUCTILE IRON C1_52 <br />INSULATION (4" THICKNESS) <br />DUCTILE IRON FITTINGS <br />CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' <br />DEPTH) <br />CONSTRUCT CATCH BASIN -TYPE 402 <br />CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 <br />CONSTRUCT 60' DIAMETER CATCH BASIN MANHOLE -TYPE 406 <br />CONSTRUCT 72' DIAMETER CATCH BASIN MANHOLE -TYPE 406 <br />CONSTRUCT 48' DIAMETER STORM SEWER MANHOLE -TYPE <br />409 <br />CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE <br />409 <br />ADJUST EXISTING FRAME AND RING CASTING <br />RECONSTRUCT EXISTING MANHOLE <br />CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301) <br />DONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) <br />z <br />Q <br />Q <br />0 <br />i <br />Z <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />O 000 <br />CD 10 CO CD <br />CO CO t v <br />O O O O <br />LO t0 10 LO <br />N N N N <br />2504.602 <br />2504.602 1 <br />CV <br />CD <br />v <br />O <br />t0 <br />N <br />CO <br />st <br />O <br />to <br />N <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.603 <br />2504.603 <br />2504.603 <br />2504.603 <br />2504.605 <br />2504.608 <br />100 <br />CO <br />O <br />t0 <br />04 <br />2506.502 1 <br />2506.502 <br />N <br />LC) <br />CO <br />O <br />10 <br />N <br />N <br />lO0 <br />CD <br />O <br />10 <br />N <br />N <br />100 <br />CD <br />O <br />N <br />N <br />2506.502 <br />2506.522 <br />2506.602 <br />2506.602 <br />0 <br />COO <br />CD <br />O <br />(I) <br />N <br />tI V V v O vv <br />v 53251 <br />50 <br />d <br />t0 <br />t0 <br />0 <br />ti D Co <br />CA CO i N ID V O o O n fD <br />0D <br />O <br />n <br />7.: <br />to <br />n <br />C <br />1. <br />CO <br />n <br />