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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 S.R. WEIDEMA INC <br />ITEM SPEC. UNIT TOTAL UNIT TOTAL <br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT <br />1 T KDA <br />ENGINEERS - ARCHITECTS • PLANERS <br />UNIT TOTAL <br />PRICE AMOUNT <br />ELM STREET RECONSTRUCTION <br />1 <br />2021.501 <br />MOBILIZATION <br />1 <br />LS <br />$ 88,250.00 <br />$ 88,250.00 <br />$ - <br />$ - <br />2 <br />2101.502 <br />CLEARING <br />139 <br />TR <br />$ 105.00 <br />$ 14,595.00 <br />$ - <br />$ - <br />3 <br />2101.507 <br />GRUBBING <br />139 <br />TR <br />$ 40.00 <br />$ 5,560.00 <br />$ - <br />$ - <br />4 <br />2104.501 <br />REMOVE PIPE (CULVERT OR STORM SEWER) <br />798 <br />LF <br />$ 9.95 <br />$ 7,940.10 <br />$ - <br />$ - <br />5 <br />2104.501 <br />REMOVE CURB & GUTTER <br />280 <br />LF <br />$ 6.00 <br />$ 1,680.00 <br />$ - <br />$ - <br />6 <br />2104.501 <br />REMOVE FENCE <br />154 <br />LF <br />$ 1.60 <br />$ 246.40 <br />$ <br />$ - <br />7 <br />2104.501 <br />REMOVE WATERMAIN <br />106 <br />LF <br />$ 13.30 <br />$ 1,409.80 <br />$ - <br />$ - <br />8 <br />2104.503 <br />REMOVE CONCRETE PAVEMENT <br />1544 <br />SF <br />$ 1.60 <br />$ 2,470.40 <br />$ - <br />$ - <br />9 <br />2104.505 <br />REMOVE BITUMINOUS SURFACING <br />20816 <br />SY <br />$ 2.10 <br />$ 43,713.60 <br />$ - <br />$ - <br />10 <br />2104.509 <br />REMOVE MANHOLE OR CATCH BASIN <br />4 <br />EA <br />$ 250.00 <br />$ 1,000.00 <br />$ - <br />$ - <br />11 <br />2104.509 <br />REMOVE CONCRETE APRON <br />19 <br />EA <br />$ 125.00 <br />$ 2,375.00 <br />$ - <br />$ - <br />12 <br />2104.511 <br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH) <br />150 <br />LF <br />$ 5.25 <br />$ 787.50 <br />$ <br />$ - <br />13 <br />2104.513 <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />950 <br />LF <br />$ 2.65 <br />$ 2,517.50 <br />$ - <br />$ - <br />14 <br />2104.521. <br />SALVAGE FENCE <br />50 <br />LF <br />$ 525 <br />$ 262.50 <br />$ - <br />$ - <br />15 <br />2104.523 <br />SALVAGE MAIL BOX SUPPORT <br />37 <br />EA <br />$ 31.50 <br />$ 1,165.50 <br />$ - <br />$ - <br />16 <br />2104.523 <br />SALVAGE SIGN (INCL. POST & ASSEMBLY) <br />20 <br />EA <br />$ 21.00 <br />$ 420.00 <br />$ - <br />$ - <br />17 <br />2104.523 <br />SALVAGE HYDRANT <br />4 <br />EA <br />$ 250.00 <br />$ 1,000.00 <br />$ - <br />$ - <br />18 <br />2104.523 <br />SALVAGE GATE VALVE & BOX <br />5 <br />EA <br />$ 125.00 <br />$ 625.00 <br />$ - <br />$ - <br />19 <br />2105.501 <br />COMMON EXCAVATION (P) <br />19500 <br />CY <br />$ 5.00 <br />$ 97,500.00 <br />$ - <br />$ - <br />20 <br />2105.501 <br />POND EXCAVATION <br />9675 <br />CY <br />$ 4.45 <br />$ 43,053.75 <br />$ - <br />$ - <br />21 <br />2105.522 <br />SELECT GRANULAR BORROW (CV) (P) <br />7562 <br />CY <br />$ 13.15 <br />$ 99,440.30 <br />$ - <br />$ - <br />22 <br />2105.525 <br />TOPSOIL BORROW (LV) <br />453 <br />CY <br />$ 12.60 <br />$ 5,707.80 <br />$ - <br />$ - <br />23 <br />2105.603 <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) <br />3151 <br />LF <br />$ 3.75 <br />. $ 11,816.25 <br />$ - <br />$ <br />24 <br />2123.610 <br />EXPLORATORY DIGGING <br />20 <br />HR <br />$ 190.00 <br />$ 3,800.00 <br />$ - <br />$ - <br />25 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />12000 <br />TN <br />$ 11.55 <br />$ 138,600.00 <br />$ - <br />$ - <br />26 <br />2350.501 <br />TYPE LV AGG. 3 WEARING COURSE (B) <br />2025 <br />TN <br />$ 35.00 <br />$ 70,875.00 <br />$ - <br />$ - <br />27 <br />2350.501 <br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) <br />550 <br />TN <br />$ 45.10 <br />$ 24,805.00 <br />$ - <br />$ - <br />28 <br />2350.502 <br />TYPE LV AGG. 3 NON - WEARING COURSE (B) <br />2025 <br />TN <br />$ 36.00 <br />$ 72,900.00 <br />$ - <br />$ - <br />29 <br />2350.503 <br />TYPE LV AGG. 4 WEARING COURSE 2' THICK FOR DRIVEWAYS <br />(B) <br />1500 <br />SY <br />$ 19.55 <br />$ 29,325.00 <br />$ - <br />$ <br />30 <br />2357.502 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />880 <br />GAL <br />$ 1.80 <br />$ 1,584.00 <br />$ - <br />$ - <br />31 <br />2501.515 <br />15" RC PIPE APRON W/ TRASH GUARD <br />6 <br />EA <br />$ 745.00 <br />$ 4,470.00 <br />$ - <br />$ - <br />32 <br />2501.515 <br />21" RC PIPE APRON W/ TRASH GUARD <br />2 <br />EA <br />$ 915.00 <br />$ 1,830.00 <br />$ - <br />$ <br />33 <br />2502.541 <br />4" PERF PE PIPE DRAIN (W/ SOCK) <br />512 <br />LF <br />$ 1120 <br />$ 5,734.40 <br />$ - <br />$ - <br />34 <br />2503.541 <br />15" RC PIPE SEWER CLASS V DESIGN 3006 <br />2733 <br />LF <br />$ 25.60 <br />$ 69,964.80 <br />$ <br />$ - <br />35 <br />2503.541 <br />18" RC PIPE SEWER CLASS V DESIGN 3006 <br />830 <br />LF <br />$ 27.80 <br />$ 23,074.00 <br />$ - <br />$ - <br />36 <br />2503.541 <br />21" RC PIPE SEWER CLASS III DESIGN 3006 <br />902 <br />LF <br />$ 30.35 <br />$ 27,375.70 <br />$ - <br />$ <br />37 <br />2503.602 <br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER) <br />1 <br />EA <br />$ 8,285.00 <br />$ 8,285.00 <br />$ - <br />$ <br />38 <br />2503.602 <br />8'X4" PVC WYE (SCHEDULE 40) <br />30 <br />EA <br />$ 40.00 <br />$ 1,200.00 <br />$ - <br />$ - <br />39 <br />2503.603 <br />8" PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) <br />69 <br />LF <br />$ 107.00 <br />$ 7,383.00 <br />$ - <br />$ - <br />40 <br />2503.603 <br />8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) <br />620 <br />LF <br />$ 107.00 <br />$ 66,340.00 <br />$ - <br />$ - <br />41 <br />2503.603 <br />8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) <br />430 <br />LF <br />$ 107.00 <br />$ 46,010.00 <br />$ - <br />$ - <br />42 <br />2503.603 <br />8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) <br />626 <br />LF <br />$ 107.00 <br />$ 66,982.00 <br />$ - <br />$ - <br />Page 7 <br />