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$ 23,544.00 I <br />$ 11,954.68 <br />ON <br />N <br />00 <br />(A <br />r <br />EA <br />(') <br />N <br /><r <br />M <br />EA <br />I $ 1,638.52 I <br />CO <br />(1) <br />^ <br />co <br />EA <br />I $ 4,586.58 <br />W <br />r <br />N <br />co <br />(h <br />E9 <br />0 <br />N <br />r <br />r <br />(O" <br />E9 <br />1 $ 1,798.24 I <br />$ 421.48 <br />0 <br />N <br />1A <br />M <br />N <br />EA <br />1 $ 1,105.58 I <br />N <br />1: <br />O) <br />1A <br />M <br /><1 <br />EA <br />0 <br />M <br /><} <br /><t <br />to" <br />EA <br />CO <br />1n <br />n <br />d' <br />in <br />N <br />69 <br />to <br />Nf: <br />to <br />O <br />r <br />4/9 <br />1!100 <br />N <br />co. <br />r <br />EA <br />00(*)0)CD <br />O <br />N <br />N <br />N <br />EA <br />v <br />10 <br />N <br />EA <br />N <br />to <br />to <br />r <br />(0 <br />E9 <br />O <br />(D <br />M <br />V <br />(0 <br />EA <br />CO <br />M <br />(-. <br />1n <br />E9 <br />"' <br />to <br />N <br />r <br />EA <br />d' <br />r <br />( <br />CO <br />co" <br />E9 <br /><t <br />N <br />O <br />CO <br />r <br />0) <br />E9 <br />N <br />O <br />CO <br />O <br />t0 <br />r <br />69 <br />I- <br />O <br />0) <br />O <br />CD <br />N <br />E9 <br />vT <br />to <br />COD <br />CO. <br />r <br />69 <br />0 <br />r <br />(OD <br />to <br />t0 <br />E9 <br />0 <br />CDO)N <br />0 <br />h <br />C9 <br />EA <br />0 0) <br />0 M <br />0 N <br />CO <br />r <br />69 E9 <br />r <br />r <br />O <br />t0 <br />EA <br />0 <br />vtoo <br />EA <br />EA <br />I $ 67.34 <br />$ 104.64 <br />$ 0.52 <br />a)) <br />(000 <br />O <br />EA <br />N <br />d. <br />EA <br />$ 301.63 <br />$ 811.21 <br />1 $ 1,798.24 <br />1 $ 210.74 <br />$ 588.15 <br />$ 552.79 <br />$ 726.62 <br />$ 3,222.15 <br />$ 82.18 <br />$ 33.75 <br />$ 20.25 <br />$ 20.00 <br />$ 12.62 <br />$ 41.57 <br />$ 20.83 <br />$ 3.58 <br />C <br />E9 <br />$ 1,436.21 <br />$ 1,531.54 <br />$ 2,008.14 <br />0 <br />(OOD <br />N <br />69 <br />$ 1,568.54I <br />$ 2,188.70 <br />$ 464.45 <br />$ 464.45 <br />$ 1,659.39 <br />ro <br />V9 <br />TABULATION OF BIDS <br />ELM STREET RECONSTRUCTION <br />CITY OF LINO LAKES <br />COMMISSION NO. 12390 -03 <br />BIDS OPENED: JUNE 3, 2003, AT 10 AM <br />*DENOTES ERROR IN BIDDERS CALCULATION <br />MN /DOT BARBAROSSA & SONS NORTHDALE CONSTRUCTION <br />ITEM SPEC. UNIT TOTAL UNIT TOTAL <br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT <br />1 $ 36,158.40 <br />t0 <br />0) <br />CA <br />(0f <br />.O- <br />V9 <br />$ 21,422.60 <br />$ 40,533.90 <br />$ 4,222.34 <br />$ 15,209.37 <br />$ 3,248.30 <br />$ 1,950.00 <br />$ 14,537.50 <br />$ 1,659.99 <br />t0 <br />T. <br />0) <br />(0 <br />E9 <br />0 0 <br />0 0 <br />O1 N <br />M to <br />CD r <br />N r <br />69 EA <br />$ 4,491.18 <br />$ 6,577.00 <br />$ 6,531.70 <br />$ 2,853.24 <br />$ 3,172.26 I <br />$ 47,627.97 <br />$ 33,660.00 <br />$ 4,430.04 <br />$ 4,110.15 <br />$ 6,415.92 <br />$ 1,529.78 <br />$ 47,833.92 I <br />N <br />n <br />0 <br />M <br />E9 <br />N <br />0) <br />co <br />r <br />EA <br />$ 2,939.42I <br />m <br />VO <br />r <br />E9 <br />$ 6,401.22 I <br />$ 1,400.16 <br />$ 1,532.50 <br />$ 17,888.971 <br />0 <br />V, <br />N <br />r <br />CA <br />1 $ 75.33 <br />cc) <br />to <br />N. <br />EA <br />$ 91.16 <br />6 122.83 <br />$ 1.34 <br />$ 15,209.37 <br />6 3,248.30 <br />6 150.00 <br />6 1,453.75 <br />6 1,659.99 <br />000 <br />CN <br />VT <br />6 659.75 <br />6 576.00 <br />6 748.53 <br />i 3,288.50 <br />i 210.70 <br />92.04 <br />34.86 <br />i 37.77 <br />19.80 <br />I 58.29 <br />24.91 <br />4.02 <br />$ 109.27 <br />$ 1,406.88I <br />$ 1,484.62 <br />$ 2,133.74 <br />$ 2,939.42 <br />$ 1,484.62 <br />$ 2,133.74 <br />$ 175.02 <br />$ 766.25 <br />$ 1,626.27 I <br />0 <br />V. <br />r <br />49 <br />E <br />_ _, <br />.., EA <br />sr" Err w w E9 E9 613. 69 EA E9 <br />S <br />O <br />O <br />O <br />OV <br />EA <br />j$ 18,020.00 <br />$ 19,975.00 <br />$ 28,050.00 <br />$ 3,151.00 <br />$ 10,000.00 <br />$ 1,700.00 <br />$ 1,690.00 <br />$ 10,000.00 <br />$ 1,800.00 <br />O <br />0000 <br />0 <br />M <br />69 <br />O O <br />0 0 <br />N O <br />Ch ,- <br />69. E9 <br />$ 4,200.00 <br />$ 6,400.00 <br />$ 2,480.00 <br />$ 775.00 <br />$ 2,002.00 <br />$ 31,525.00 <br />$ 34,000.00 <br />$ 3,800.00 <br />$ 2,475.00 <br />$ 3,192.00 <br />$ 1,260.00 <br />100'008'Oti $ <br />$ 9,000.00 <br />S <br />0 <br />O <br />N <br />T <br />EA <br />S <br />00 <br />(0 <br />N <br />wi <br />$ 1,300.00 <br />0 <br />0 <br />R <br />to <br />E9 <br />$ 2,000.00 <br />$ 1,600.00 <br />$ 16,500.00 <br />0 <br />0 <br />0 <br />O <br />69 <br />O <br />N <br />69 <br />0 <br />W <br />EA <br />$ 85.00 <br />$ 85.00 <br />$ 1.00 <br />$ 10,000.00 <br />$ 1,700.00 <br />$ 130.00 <br />$ 1,000.00 <br />$ 1,800.00 <br />0 <br />0 <br />E9 <br />$ 800.00 <br />$ 500.00 <br />$ 700.00 <br />$ 3,200.00 <br />$ 80.00 <br />$ 25.00 <br />$ 22.00 <br />$ 25.00 <br />$ 20.00 <br />$ 50.00 <br />$ 15.00 <br />$ 2.00 <br />0 <br />O <br />0) <br />E9 <br />0 <br />0 <br />0 <br />N <br />r <br />69 <br />0 <br />O <br />0 <br />O <br />r <br />EA <br />$ 1,900.00 <br />0 <br />O <br />M <br />N <br />EA <br />O <br />O <br />(0 <br />E9 <br />0 <br />0 <br />m <br />r <br />E9 <br />$ 250.00 <br />$ 800.00 <br />$ 1,500.00 <br />0 <br />0 <br />0 <br />E9. <br />J <br />- <br />LLLLLLLL(AWWWWWWWW <br />J <br />J J J J J <br />W WJJJJ(0m <br />J <br />W <br />W <br />W <br />W <br />W <br />W <br />WWW <br />J <br />480 <br />NN <br />1 <br />01 <br />EL <br />1918 <br />055 <br />SEZ <br />9691 <br />991 <br />9L <br />OOLI <br />1921 <br />16 <br />15 <br />15 <br />9 <br />*--. <br />(0 <br />CD <br />[O <br />r <br />r <br />M <br />MN^ <br />Or <br />18' 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 />WATER METERING MH <br />LOWER WATERMAIN <br />ADJUST VALVE BOX <br />CONNECT TO EXISTING WATERMAIN <br />HYDRANT <br />INSTALL GATE VALVE & BOX <br />INSTALL HYDRANT <br />6" GATE VALVE & BOX <br />8' GATE VALVE & BOX <br />16" GATE VALVE & BOX <br />1" CURB STOP & BOX <br />1" CORPORATION STOP <br />6' WATERMAIN DUCTILE IRON CL 52 <br />8° WATERMAIN DUCTILE IRON CL 52 <br />1 " TYPE K COPPER PIPE <br />16" WATERMAIN DUCTILE IRON CL52 <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 />CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />2504.601 <br />2504.601 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.602 <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 />O <br />0 <br />O <br />to <br />N <br />2506.502 1 <br />2506.502 <br />2506.502 <br />2506.502 <br />2506.502 <br />2506.502 <br />2506.522 <br />2506.602 <br />2506.602 <br />2506.603 <br />tD <br /><c <br />h <br />v <br />00 0) 0 N (0 (0 <br />v v 1A 1n O 0 to (A <br />t0 <br />to <br />t- 00 <br />to (A <br />at O. N M V to CD h 03 <br />to co to to CD CD CD CD CD CD <br />0) <br />CD <br />0 <br />n <br />h <br />N <br />n <br />M <br />n <br />a <br />n <br />0 <br />n <br />CD (0 <br />t- N N. <br />0) <br />n <br />