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0 <br />0 <br />O <br />(0 <br />n <br />N(0d) <br />0 <br />0 <br />N <br />n <br />a <br />0 <br />0 <br />O <br />e}0 <br />0) <br />1 $ 700.00 <br />$ 1,000.00 <br />O <br />0 <br />0 <br />v <br />N <br />0 <br />v <br />0 <br />(0 <br />n <br />NN <br />$ 1,970.00 <br />O <br />O <br />CO000 <br />CO <br />0 <br />O <br />O <br />(0 <br />O <br />O <br />CO <br />O <br />O <br />N <br />(D <br />O <br />O <br />(0 <br />CO <br />(0 <br />(O <br />$ 975.00 <br />$ 2,700.00 <br />$ 900.00 <br />$ 42,630.00 <br />O <br />co. <br />0 <br />N <br />" <br />$ 1,000.00 <br />$ 1,500.001 <br />$ 1,250.00 <br />$ 458.50 <br />$ 3,068.00 <br />O <br />co <br />nj <br />n <br />$ 28,318.50 <br />$ 30,187.50 <br />$ 3,150.00 <br />$ 30,800.00 <br />o <br />uj <br />0 <br />V <br />N <br />$ 24,260.50 <br />$ 450.00 <br />N <br />0 <br />(0 <br />(0 <br />E9 <br />E9 <br />69 <br />E9 <br />f9 <br />69 <br />69 <br />69' <br />49 <br />49 <br />- <br />49 <br />69 <br />49 <br />09 <br />$ 30.00 <br />$ 32.00 <br />0 <br />0 <br />1 $ 700.00 <br />0 <br />1 $ 1,200.00 <br />$ 1,375.00 <br />$ 1,970.00 <br />0 <br />00 <br />0 <br />I $ 58.00 <br />0 <br />O <br />$ 6.50 <br />$ 3.25 <br />$ 18.00 <br />0 <br />0 <br />0 <br />00 <br />0 <br />$ 150.00 <br />$ 125.00 1 <br />0 <br />(00NMn00(0 <br />0 <br />0 <br />(0 <br />(0 <br />0 <br />0 <br />0 <br />$ 40.10 <br />0 <br />(0(1) <br />1 <br />CO <br />p0 <br />® <br />O <br />CO0 <br />O <br />N <br />r <br />O <br />O <br />00 <br />CO <br />O <br />MrNd'aoOf <br />r0 <br />r <br />r0) <br />CV <br />CO <br />CV <br />,- <br />69 <br />to <br />49 <br />49 <br />69 <br />,- <br />43 <br />49 <br />E9 <br />49 <br />E9 <br />43 <br />69 <br />E9 <br />E9 <br />E9 <br />49 <br />69- <br />90 <br />NMI <br />TABULATIiN OF BIDS <br />21ST AVENUE <br />STREET AND STORM SEWER IMPROVEMENTS <br />CITY OF LINO LAKES, MINNESOTA <br />TKDA COMMISSION NO. 12688-01 <br />BIDS OPENED: AUGUST 28, 2003, AT 10:00 AM <br />`DENOTES ERROR IN BIDDERS CALCULATION <br />ENGINEER'S ESTIMATE ARNT CONSTRUCTION CO., INC. <br />ITEM UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT <br />$ 2,392.00 <br />$ 4,788.00 <br />00 <br />0 <br />1 $ 1,370.00 <br />0 <br />1 $ 3,296.00 <br />$ 2,884.00 <br />$ 1,648.00 <br />$ 850.00 <br />$ 1,700.00 <br />$ 1,024.00 <br />0 0 0 <br />$ 660.00 <br />O <br />O <br />$ 1,200.00 <br />$ 1,100.00 <br />$ 1,100.00 <br />$ 262.00 <br />$ 3,835.00 <br />O <br />O <br />O <br />O <br />O <br />$ 23,180.00 1 <br />$ 22,748.00 <br />O O <br />(r- <br />p <br />co <br />O <br />OCO <br />O(0O <br />00 <br />((0O <br />O <br />0 0 (0O <br />CO cri <br />0 <br />n <br />O <br />co <br />(0 <br />ri <br />in <br />^ CO <br />co <br />N.. <br />M <br />co <br />ul <br />O)CDO) <br />CO <br />MO <br />of <br />CV <br />er r CO <br />vN <br />n <br />N <br />M <br />N <br />r <br />49 <br />69 <br />E9 <br />E9 69 49 <br />to <br />:;3 <br />E9 <br />E9 <br />49 <br />69 <br />49 <br />E9 E9 <br />$ 26.00 <br />$ 28.00 <br />O <br />0 <br />1 $ 716.00 <br />$ 1,370.00 <br />$ 1,150.00 <br />$ 1,648.00 <br />$ 2,884.00 <br />0 <br />0 <br />$ 85.00 <br />$ 85.00 <br />$ 256.00 <br />$ 4.56 <br />$ 5.00 <br />$ 23.00 <br />0 <br />O <br />0 <br />O <br />$ 1,200.001 <br />0 <br />O <br />$ 110.00 <br />$ 2.00 <br />(0 <br />0 <br />M <br />0 <br />r� <br />$ 38.00 <br />$ 37.60 <br />00 <br />(0N <br />0) <br />O <br />8�(n <br />00 <br />00 <br />O <br />C9T00 <br />N <br />(0 <br />r <br />CV <br />N <br />69 <br />49 <br />f9 <br />E9 <br />49 <br />49 <br />49 <br />49 <br />69 <br />49 <br />49 <br />69 E9 <br />$ 2,392.00 <br />$ 5,130.00 <br />$ 10,792.00 <br />1 $ : _ 700.00 <br />1$ 900.00 <br />O <br />O. <br />$ 1,400.00 <br />$ 700.00 <br />$ 1,400.00 <br />$ 1,000.00 <br />$ 20,200.00 <br />$ 450.00 <br />$ 3,750.00 <br />0 <br />O <br />0 <br />0 <br />$ 1,000.00 <br />$ 1,000.00 <br />$ 393.00 <br />$ 6,136.00 <br />0 <br />0 <br />$ 41,400.00 1 <br />$ 5,250.00 <br />0 <br />$ 23,180.00 J <br />0 <br />0 0 <br />O <br />O <br />O <br />er <br />00 <br />Npppp <br />O <br />(0 <br />(AO <br />OOD <br />0 <br />O <br />OMD <br />0 <br />0 <br />On) <br />r <br />0 <br />(0 <br />coN01 <br />0)) <br />N <br />N <br />r' <br />(D <br />- <br />O <br />CV <br />(0 <br />M <br />N <br />CO <br />- <br />N <br />CD <br />N <br />N <br />f <br />69 <br />69 <br />43 <br />4n <br />49 <br />49 <br />49 <br />69 <br />f9 <br />E9 <br />69 49 <br />00 <br />$ 38.00 <br />1 $ 700.00 <br />$ _ 900.00 <br />$ 1,100.00 <br />$ 1,400.00 <br />$ <br />$ 1,400.00 <br />1 $ 70.00 <br />$ 70.00 <br />$ 250.00 <br />$ 20.00 <br />$ 1.50 <br />$ 25.00 <br />o <br />0 <br />$ 2,000.00 <br />0 <br />$ 100.00 <br />$ 3.00 <br />0 <br />$_ 3.001 <br />0o <br />$ 15.00 1 <br />s <br />$ 38.00 1 <br />0"10 <br />N CD 0) <br />0 <br />O <br />0 <br />'d' <br />0 <br />O <br />0 <br />r <br />N <br />O <br />r. <br />O <br />CO N. <br />CV 03 <br />N <br />0) <br />0 <br />N <br />E9 E9 <br />E9 <br />W3 <br />E!3 <br />49 <br />E9 <br />E9 <br />49 <br />f9 <br />E9 <br />69 E9 <br />LL LL <br />1 LF <br />Q <br />Q <br />EA <br />EA <br />EA <br />} <br />} M <br />CY <br />LF <br />SY <br />ACRE <br />LS <br />LS 1 <br />CC <br />CC LL <br />>- <br />LF <br />CY 1 <br />CY <br />CY <br />Z <br />TON <br />TON <br />GAL <br />LF <br />JJ <br />W <br />Lu <br />UU=U <br />I-- <br />I--,I(q <br />O <br />1 284 <br />1 10 <br />cv <br />1,010 <br />300 <br />150 <br />M <br />0 <br />r <br />r <br />0 <br />10 <br />131 <br />3068 <br />N <br />M <br />6510 <br />3450 <br />350 _ 1 <br />2800 <br />O <br />(O <br />CO <br />250 <br />1615 <br />(DIVISION 1- STORM SEWER CONSTRUCTION <br />15" RC PIPE SEWER, CLASS 5, DESIGN 3006 <br />18" RC PIPE SEWER, CLASS 5, DESIGN 3006 <br />124" RC PIPE SEWER, CLASS 3, DESIGN 3006 <br />15" RC PIPE APRON WITH TRASH GUARD <br />'24" RC PIPE APRON WITH TRASH GUARD <br />CONSTRUCT CATCH BASIN - TYPE 402 <br />CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE - <br />TYPE 406 <br />CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE - <br />TYPE 406 <br />CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE - <br />TYPE 409 <br />IRIPRAP CLASS II <br />RIPRAP CLASS III <br />EXPLORATORY DIGGING <br />POND/DITCH EXCAVATION <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZATION) <br />INSULATION (4" THICK) <br />STORM POND NATIVE SEEDING (MN/DOT MIX 25A <br />MODIFIED [25B)) <br />SUBTOTAL DIVISION I <br />DIVISION II - STREET CONSTRUCTION AND RESTORATION <br />MOBILIZATION <br />TRAFFIC CONTROL <br />CLEARING <br />GRUBBING <br />REMOVE CONCRETE CURB AND GUTTER (ALL TYPES) <br />REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />COMMON EXCAVATION (P) <br />SELECT GRANULAR BORROW (CV) (P) <br />TOPSOIL BORROW (LV) <br />AGGREGATE BASE, CLASS 5 (100% CRUSHED) I <br />TYPE LV AGG. 3 WEARING COURSE (B) (LVWE35030B) <br />TYPE LV AGG. 3 NON -WEARING COURSE (B) <br />(LVNW35030B) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />B618 CONCRETE CURB AND GUTTER <br />rNM <br />'I' <br />n <br />m <br />O)0rNMet0(0 <br />rNM�(0CDN <br />CO <br />C3) <br />r <br />0,r <br />