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ULAWI IOOivry rvv. IL,] U -Ua <br />ENGINEERS •ARCHITECTS • PLANNERS <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 TOTAL <br />NO. NO. DESCRIPTION UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />ER <br />EA <br />ER <br />ER <br />ER <br />ER <br />ER <br />ER <br />ER <br />69 <br />ER <br />ER <br />69696969 <br />ER <br />69 <br />ER <br />ER <br />K9 <br />ER <br />ER <br />69 ER <br />ER <br />ER <br />ER <br />ER <br />69 <br />ER <br />ER <br />ER <br />69 <br />ER <br />ER <br />69 <br />ER 69 <br />ER <br />EA <br />ER <br />ER <br />ER <br />ER <br />ER <br />ER <br />ER <br />ER <br />64 <br />69 <br />ER <br />ER <br />ER <br />69 <br />ER <br />ER <br />ER <br />ER <br />ER <br />EA <br />ER <br />ER <br />69 <br />EA <br />ER EA <br />ER <br />ER <br />ER ER <br />fA <br />ER <br />ER <br />ER ER <br />ER <br />EA <br />ER <br />ER <br />ER ER <br />ER <br />ER <br />$ 88,250.00 <br />0 <br />O <br />10 <br />T <br />ER <br />$ 5,560.00 <br />o <br />•- <br />o <br />0�I <br />f, <br />ER <br />1,680.00 <br />246.40 <br />000 <br />00 <br />0) <br />00_ <br />rNC <br />ER <br />v <br />o <br />v. <br />ER <br />co <br />vi <br />ER <br />1,000.00 <br />0 <br />0 <br />(ri <br />m <br />N <br />ER <br />787.50 <br />2,517.50 <br />262.50 <br />1,165.50 <br />420.00 <br />0 <br />O <br />o <br />0 <br />r <br />625.00 <br />0 <br />O <br />0 <br />0 <br />43,053.75 <br />99,440.30 <br />5,707.80 <br />11,816.25 <br />3,800.00 <br />138,600.00 <br />0 <br />O <br />0 <br />ti <br />m <br />O <br />EA <br />$ 24,805.00 <br />$ 72,900.00 <br />$ 29,325.00 <br />00 <br />v <br />CO <br />in <br />rd' <br />ER <br />O <br />o <br />h <br />m: <br />ER <br />$ 1,830.00 I- <br />$ 5,734.40 <br />$ 69,964.80 <br />$ 23,074.00 <br />$ 27,375.70 <br />$ 8,285.00 1 <br />0 <br />0 <br />o <br />0 <br />N <br />r <br />ER <br />$ 7,383.00 <br />$ 66,340.00 <br />000 <br />o <br />o0) <br />OV <br />69 <br />c'i <br />m <br />cci <br />CD <br />ER <br />__ <br />_. <br />_. <br />_. <br />... <br />..r <br />177 <br />07 <br />69 w <br />EA <br />yr <br />69 <br />va 69 ER EA <br />ER ER <br />1 $ 88,250.00 <br />O <br />0 <br />ER <br />$ 40.00 <br />0)O <br />Oi <br />69. <br />for <br />ER <br />COD,c0')100 <br />ER <br />� <br />ER <br />,- <br />ER <br />$ 2.10 <br />O <br />N <br />69 <br />$ 125.00 <br />$ 5.25 <br />$ 2.65 <br />$ 5.25 <br />$ 31.50 <br />$ 21.00 <br />_$ __. 250.0 <br />$ 125.00 <br />$ 5.00 <br />$ 4.45 <br />$ 13.15 <br />$ 12.60 <br />$ 3.75 <br />0 rM <br />1- <br />ER EA <br />(n <br />ER <br />-0 <br />t)i <br />V <br />69 <br />0 <br />) <br />0r <br />EA 69 <br />a00 <br />,- <br />fA <br />$ 745.00 1 <br />$ 915.00 1 <br />$ 11.20 <br />$ 25.60 <br />$ 27.80 <br />$ 30.35 <br />$ 8,285.0C <br />00000. <br />O <br />O <br />d'O <br />69 <br />O O <br />000 <br />00 <br />ER ER <br />O <br />EA <br />O <br />0 <br />EA <br />- II-I <br />-J <br />J <br />J <br />JN� <br />W <br />4-LL.(J <br />J¢W <br />W <br />W <br />UUUU -(S <br />I• - <br />I• -I- <br />I- 0) <br />0W <br />W <br />JJ J JW <br />1.0 <br />-I J <br />JJ <br />,-00000 <br />r <br />M <br />r <br />CD <br />^ <br />Cp <br />N <br />154 <br />O'' <br />0 <br />Cr <br />(4) <br />20816 _ <br />CO <br />150 <br />950 <br />50 <br />37 <br />20_ <br />'V <br />O <br />19500 <br />9675 <br />7562 <br />453 <br />3151 <br />000Z I. <br />OZ <br />2025 <br />550 <br />2025 <br />1500 <br />0 <br />CO <br />CD <br />N <br />512 <br />2733 <br />830 <br />902 <br />r <br />000 <br />M <br />(D N <br />CO <br />0 <br />M <br />d' <br />626 1 <br />ELM STREET RECONSTRUCTION <br />REMOVE PIPE (CULVERT OR STORM SEWER) <br />REMOVE CONCRETE PAVEMENT <br />REMOVE BITUMINOUS SURFACING <br />REMOVE MANHOLE OR CATCH BASIN <br />REMOVE CONCRETE APRON <br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH) <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />SALVAGE MAIL BOX SUPPORT <br />SALVAGE SIGN (INCL. POST & ASSEMBLY) <br />SALVAGE GATE VALVE & BOX <br />COMMON EXCAVATION (P) <br />SELECT GRANULAR BORROW (CV) (P) <br />) <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) <br />3 <br />3S 5 <br />TYPE LV AGG. 3 WEARING COURSE (8) <br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) <br />TYPE LV AGG. 3 NON - WEARING COURSE (B) <br />TYPE LV AGG. 4 WEARING COURSE 2' THICK FOR DRIVEWAYS <br />(B) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />15" RC PIPE APRON W/ TRASH GUARD <br />21" RC PIPE APRON W/ TRASH GUARD <br />4" PERF PE PIPE DRAIN (W/ SOCK) <br />15" RC PIPE SEWER CLASS V DESIGN 3006 <br />18" RC PIPE SEWER CLASS V DESIGN 3006 <br />21" RC PIPE SEWER CLASS ID DESIGN 3006 <br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER) <br />8'X4" PVC WYE (SCHEDULE 40) <br />3" PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) <br />3" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH)_ <br />8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) <br />8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) <br />2021.501 <br />N <br />O <br />N <br />2101.507 <br />2104.501 <br />2104.501 <br />2104.501 <br />O <br />N <br />2104.503 <br />2104.505 <br />2104.509 <br />2104.509 <br />2104.511 <br />2104.513 <br />2104.521 <br />2104.523 <br />2104.523 <br />2104.523 <br />2104.523 <br />2105.501 <br />2105.501 I <br />2105.522 <br />2105.525 <br />2105.603 <br />2123.610 <br />2211.501 <br />2350.501 <br />O <br />N <br />2350.502 <br />2350.503 <br />2357.502 <br />2501.515 <br />2501.515 <br />2502.541 <br />2503.541 <br />2503.541 <br />2503.541 <br />2503.602 <br />2503.602 <br />2503.603 <br />2503.603 <br />2503.603 <br />2503.603 <br />r <br />N <br />CO <br />Cr <br />co <br />c0 <br />n <br />co <br />O <br />O <br />r <br />N <br />M <br />d' <br />(o CD <br />n <br />m <br />CO O r N M! O <br />N N N N N N <br />0 <br />N <br />f,. <br />N <br />CO CO <br />N N <br />0 <br />CO <br />M <br />N <br />CO <br />M Co CD <br />CO CO M M <br />1• <br />CO <br />CO <br />CO <br />O) 0 <br />M 7 <br />V' <br />N <br />'a <br />