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ENGINEERS - ARCHITECTS - PLANNERS <br />BIDS OPENED: JULY 29, 2004, AT 10:00 AM <br />*DENOTES ERROR IN BIDDERS CALCULATION <br />ARNT CONSTRUCTION CO. MAGNUM COMPANY FOREST LAKE CONTRACTING <br />TEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />O <br />oG <br />O <br />O0 <br />CNhN <br />6R <br />S <br />O <br />E9 <br />$ 1,830.00 <br />$ 220.00 <br />1 $ 1,075.00 <br />1 $ 504.00 <br />$ 150.00 <br />0 <br />o <br />0- <br />0 <br />T. <br />r <br />69 <br />6 5,244.00 <br />O <br />O <br />O <br />0 <br />N <br />6 11,048.00 <br />525.00 <br />0000000 <br />oInto <br />0 <br />OO)tn. <br />N <br />N <br />N <br />rr <br />O <br />O <br />t!) <br />500.00 <br />000000 <br />00006 <br />co <br />oiN <br />CO <br />69 <br />CO <br />r <br />69 <br />to <br />O�N <br />r <br />64 <br />0000 <br />O <br />n <br />63 <br />O <br />EFT <br />6 <br />O <br />ton <br />49 <br />O <br />In <br />69 <br />00 <br />O <br />O <br />CO <br />n <br />69 <br />00 <br />CNV <br />hr <br />in <br />r <br />69 <br />CO <br />64 <br />00 <br />N7 <br />h <br />co <br />69 <br />0 <br />0o <br />n <br />CD <br />64 <br />$ 10,879.00 <br />0000 <br />U�Ot0[> <br />N7N <br />7CDN <br />r <br />63 <br />64 <br />E9 <br />00 <br />N <br />r <br />r <br />69 <br />$ 800.00 1 <br />0 <br />pO <br />0 <br />"0 <br />E9 <br />$ 2,268.001 <br />_. <br />ER <br />0: <br />ER <br />69 <br />69 <br />69 <br />w <br />000 <br />O <br />00 <br />N <br />co <br />69 <br />O <br />LOOCO <br />E9 <br />O <br />69 <br />$ 4.00 <br />$ 2.50 <br />O <br />O <br />0 <br />EFT <br />11 15.00 <br />to <br />n <br />r <br />E9 <br />6 4.00 <br />6 500.00 <br />00 <br />O <br />Nn <br />49 <br />O <br />E9 <br />00'000 "Z <br />25.00 <br />25.00 <br />6 - 500.00 <br />5 500.00 <br />14.50 <br />14.501 <br />14.50 <br />000 <br />0 <br />rrO <br />0 <br />0 <br />i 150.00 <br />0 <br />O <br />r <br />69 <br />00 <br />o <br />T,c <br />69 <br />0 <br />69 <br />$ 38.00 <br />$ 38.00 1 <br />$ 43.00 <br />$ 44.00 1 <br />00 <br />,-N <br />64 <br />E9 <br />O <br />0 <br />N <br />E9 <br />q <br />0 <br />CO <br />ER <br />$ 900.00 1_ <br />O <br />C) <br />69 <br />_. <br />_. <br />.r: <br />crs <br />va <br />� <br />Qr <br />w <br />w <br />w <br />64 <br />63 <br />69 <br />69 <br />0 <br />0 <br />N <br />C <br />64 <br />� <br />_$ 9,263.00 <br />0 <br />O <br />OM) <br />n <br />69 <br />l $ 484.00 <br />0 <br />O <br />CO <br />M <br />49 <br />0 <br />N <br />49 <br />1 $ 240.00 <br />$ 12,261.80 <br />6 4,522.95 <br />6 1,695.00 <br />6 12,981.40 <br />6 1,225.00 <br />6 1,390.00 <br />O <br />00 <br />O <br />1'1 <br />r <br />O <br />co <br />(0 <br />N <br />i 642.00 <br />245.00 <br />0 <br />00 <br />CD <br />CC1 <br />7M <br />0 <br />N <br />n <br />O <br />(00'599'8 1 <br />0 <br />0 <br />000 <br />CA <br />n <br />64 <br />0 <br />p0p00 <br />0 <br />r <br />CMV <br />69 <br />0 <br />0^ <br />LL) <br />64 <br />0 <br />CA <br />69 <br />0 <br />O <br />00 <br />CO <br />n <br />ER <br />$ 16,564.251 <br />0 <br />7 <br />— <br />CD <br />0 <br />to <br />ER <br />$ 74,802.15 <br />0 <br />0 <br />M <br />M <br />o <br />64 <br />$ 10,271.80 <br />0 <br />000 <br />O <br />14). <br />co <br />49 <br />O <br />V <br />to <br />64 <br />-O <br />oo <br />0r <br />r <br />69 <br />O <br />O <br />co <br />to <br />69 <br />$ 767.00 <br />$ 4,450.00.1 <br />0 <br />0 <br />O <br />N <br />N <br />49 <br />..: <br />sr: <br />v: <br />E9 <br />69 <br />w <br />or <br />69 <br />69 <br />m <br />0 <br />O <br />0 <br />N <br />E9 <br />$ 157.00 <br />0 <br />O <br />03 <br />4R <br />�$ 8.80 <br />00 <br />nn <br />ri <br />69 <br />n <br />64 <br />1 $ 24.00 <br />O <br />N <br />r <br />69 <br />1$__ 3.45 <br />0 <br />0 <br />co <br />64 <br />$ 2.35 <br />l$ 17500_ <br />0 <br />00000 <br />co44, <br />r <br />69 <br />0 <br />ER <br />0 <br />EA <br />0 <br />69 <br />000tH <br />-.4 <br />69 <br />to <br />64 <br />CD <br />ER <br />CD <br />h,- <br />64 <br />O <br />v,0t0 <br />ER <br />Q <br />=td <br />64 <br />0 <br />E9 <br />$ 195.00 <br />n <br />CD <br />r <br />E4 <br />$ 14.75 1 <br />to <br />M <br />v <br />69 <br />$ 41.35 <br />$ 40.60 1 <br />$ 40.60 <br />$ 51.20 1 <br />0(0 <br />Tr <br />69 <br />64 <br />$ 1,056.00 <br />O <br />ri <br />m <br />n <br />69 <br />$ 890.001 <br />$ 36.00 1 <br />00 <br />00 <br />I: <br />O. <br />M <br />49 <br />0 <br />N <br />r <br />ER <br />1 $ 1,830.00 <br />$ 275.00 <br />0 <br />N <br />N <br />r <br />ER <br />1 $ 896.00 <br />$ - 250.00 <br />$ 13,256.00 <br />6 <br />S <br />O <br />O <br />Cl. <br />r <br />64 <br />55.24 <br />700.00 <br />0 <br />O <br />co <br />CD <br />ci <br />384.80 <br />000 <br />CD <br />N <br />0 <br />O <br />(0 <br />n <br />t0 <br />h. <br />n <br />'7000 <br />Ui <br />CO <br />tt) <br />co <br />4 <br />.(00N <br />N <br />r: <br />c4 <br />0 <br />7 <br />r <br />o <br />i 400.00 <br />00OD <br />O <br />0 <br />r <br />69 <br />O <br />01 <br />N <br />n <br />ER <br />O) <br />7 <br />T <br />69 <br />$ 51,040.801 <br />CD0000 <br />0 <br />v <br />n <br />69 <br />O <br />0) <br />0i <br />69 <br />0 <br />m <br />o <br />E9 <br />0 <br />CV <br />Tri <br />69 <br />0 <br />69 <br />$ 1,375.001 <br />S <br />O <br />a. <br />-tci <br />E9 <br />$ 670.00 1 <br />$ 4,750.00 L <br />$ 2,583.001 <br />_: <br />_..,: <br />49 <br />49 <br />69 <br />69 <br />64 <br />69 <br />49 <br />69 <br />69 <br />0 <br />O <br />0 <br />n <br />rn <br />M <br />69 <br />1 $ 190.00 <br />0 <br />OO <br />C07 <br />E9 <br />0 <br />tH <br />E9 <br />$ _ -3.00 <br />0 <br />O <br />CO <br />r <br />69 <br />1$- 25.00 <br />O <br />O <br />CV <br />69 <br />4.00 <br />O <br />OOOO <br />C0D <br />N <br />E9 <br />0 <br />69 <br />O O <br />0 0 <br />r CO <br />vi <br />10.40 <br />OOOo <br />0 <br />r <br />0 <br />C00 <br />N <br />0 <br />n <br />n <br />N <br />r <br />CD <br />CO <br />G <br />CO <br />CD <br />O <br />14.52 <br />O <br />O <br />0 <br />of <br />230.00 1 <br />O <br />O <br />CV <br />T. <br />49 <br />O <br />CDn <br />N <br />r <br />69 <br />O <br />7 <br />ER <br />O <br />n <br />7 <br />69 <br />O <br />co <br />M <br />7 <br />ER <br />$ 43.00 <br />o <br />0 <br />tH <br />H3 <br />7r <br />D) <br />69 <br />r <br />ER <br />O <br />O <br />0 <br />co <br />O <br />•- <br />49 <br />$ 670.00 <br />$ 950.00 1 <br />O <br />O <br />7 <br />69 <br />_: <br />ER E9 <br />E9 <br />ER <br />69 <br />E9 <br />69 <br />64 <br />69 <br />69 <br />EFT <br />69 <br />J{�- <br />CC <br />W <br />CO <br />C <br />WJWJJJ <br />W <br />W <br />UUUUUJ2 <br />1-- <br />1-- <br />1-- <br />1-- <br />1-- <br />H <br />HCcD <br />W <br />W <br />WJ <br />r <br />0) <br />CO <br />CO) <br />1 430 <br />CO <br />0 <br />T.. <br />CO <br />co <br />CO <br />r <br />C9 <br />r <br />CC) <br />L 5,524 <br />N. r <br />37 <br />CO <br />M <br />r <br />5,780 I <br />840 <br />0 <br />0 <br />0 <br />n <br />0 <br />0 <br />N <br />0 <br />0 <br />r <br />14) <br />0 <br />0 <br />Co <br />C9 <br />r <br />r <br />7 <br />N <br />r <br />0) <br />000 <br />r <br />230 1 <br />253 <br />324 1 <br />400 1 <br />00 <br />,- <br />CO <br />r <br />II) <br />co <br />IBIRCH STREET AND HODGSON ROAD IMPROVEMENTS <br />MOBILIZATION <br />'CLEARING <br />GRUBBING <br />REMOVE FENCE. <br />REMOVE CONCRETE CURB <br />REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) <br />REMOVE WOODEN LANDSCAPING POST <br />REMOVE BIT SURFACE - STREET /DWY/TRAIUSHOULDER (ALL <br />DEPTHS) <br />MILL 2" BITUMINOUS - STREET <br />REMOVE CATCH BASIN, MANHOLE <br />SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />SALVAGE AND REINSTALL MAILBOX SUPPORT <br />SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM <br />SALVAGE AND REINSTALL 12" PIPE SEWER CMP <br />SALVAGE AND REINSTALL 15" RCP <br />SALVAGE AND REINSTALL 15" FES (RCP) <br />SALVAGE AND REINSTALL 24" FES (RCP) <br />COMMON EXCAVATION (P) (STREET/DRIVEWAY) <br />(COMMON EXCAVATION (P) FOR TRAIL - <br />ISUBGRADE EXCAVATION <br />SELECT GRANULAR BORROW (CV) (P) <br />TOPSOIL BORROW (LV) <br />CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION) <br />EXPLORATORY DIGGING <br />AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, <br />DRIVEWAY) <br />AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL <br />TYPE MV AGG. 3 WEARING COURSE ( C.S.A.H. 10, C.S.A.H. 9 <br />TYPE MV AGG. 3 NON - WEARING COURSE (C.S.A.H. 10, C.S.A.H. <br />49) <br />TYPE LV AGG. 3 WEARING COURSE (WARE RD) 1 <br />TYPE LV AGG. 3 NON - WEARING COURSE (WARE RD, <br />COMMERCIAL DWYS) _ <br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL <br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY_ <br />BITUMINOUS MATERIAL FOR TACK COAT <br />CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND <br />TYPES) <br />12" RC PIPE APRON W/ TRASH GUARD <br />18" RC PIPE APRON W/ TRASH GUARD <br />12" RC PIPE SEWER CLASS V DESIGN 3006 <br />r <br />NM <br />7tH <br />CDn <br />C° <br />CA° <br />-51- <br />NM7 <br />tH <br />On <br />O <br />CAO <br />N <br />N <br />NM7 <br />N <br />N <br />N <br />O <br />N <br />CON <br />N <br />N <br />M <br />N <br />0) <br />N <br />O <br />M <br />M <br />NM <br />M <br />M <br />7 <br />CD <br />tH <br />M <br />COn <br />M <br />M <br />