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TABULA-11M OF BIDS MP
<br />WEST SHADOW PONDS TOLTZ, KING, DUVALL, ANDERSON
<br />CITY OF LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED
<br />COMMISSION NO. 12525 -01 ENGINEERS- ARCHITECTS - PLANNERS
<br />BIDS OPENED: AUGUST 1, 2002 'DENOTES ERROR IN BIDDERS CALCULATION
<br />PENN CONTRACTING, INC. W.B. MILLER, INC. PARK CONSTRUCTION CO., INC.
<br />TEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT . PRICE AMOUNT PRICE AMOUNT
<br />$ 25,560.00 1
<br />$ 4,000.00
<br />$ 750.00
<br />1 $ 8,645.00
<br />$ 4,380.00
<br />$ 5,229.00
<br />$ 10,212.00
<br />$ 59,300.00
<br />$ 37,620.00
<br />$ 20,400.00
<br />$ 15,000.00
<br />$ 18,400.00
<br />$ 5,750.00
<br />$ 40,635.00
<br />1 $ 255,881.00
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<br />49
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<br />69
<br />1 $ 38,718.00
<br />0
<br />0
<br />0
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<br />69
<br />1 $ 3,400.00
<br />0
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<br />69
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<br />$ 5,175.00 1
<br />$ 4,242.00
<br />0
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<br />69
<br />0
<br />0
<br />0
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<br />69
<br />$ 12,280.001
<br />0
<br />0
<br />0
<br />0
<br />CO
<br />q
<br />69
<br />$ 1,554.00
<br />0 0
<br />0 0
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<br />69 69
<br />0
<br />0
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<br />64
<br />$ 3,000.001
<br />0
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<br />I$ 112,450.00 $ 4,000.00
<br />$ 525.00 $ 30.00
<br />1 $ 2,859.50 1 1 $ 65.00
<br />$ 1,356.00 $ 73.00
<br />$ 1,496.25 $ 83.00
<br />$ 2,741.70 $ 92.00
<br />$ 100.00
<br />$ 110.00
<br />$ 120.00
<br />$ 2,500.00
<br />$ 230.00
<br />$ 250.00
<br />$ 45.00
<br />l$ 3,000.00
<br />1 $ 35.00
<br />1$ 27.00
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<br />69
<br />1 $ 1,700.00
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<br />69
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<br />69
<br />O
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<br />69
<br />$ 225.00 1
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<br />69
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<br />E9
<br />$ 40.00 1
<br />$ 42.00
<br />$ 518.00
<br />$ 550.00
<br />$ 1,800.00
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<br />$ 16,188.90
<br />$ 10,054.80
<br />$ 5,355.00
<br />$ 10,710.00
<br />$ 12,800.00
<br />$ 1,207.50
<br />$ 10,429.65
<br />ICI
<br />1 $ 203,174.30
<br />$ 2,625.00
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<br />69
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<br />$ 2,310.00
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<br />69
<br />$ 603.75
<br />$ 1,817.00
<br />$ 2,227.051
<br />$ 59,019.20 1
<br />$ 11,507.00
<br />$ 6,324.20
<br />$ 7,452.001
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<br />N
<br />69
<br />$ 1,580.00
<br />$ 3,360.00
<br />$ 5,670.001
<br />$ 2,325.00
<br />$ 2,000.00 f
<br />0
<br />69
<br />$ 112,450.00
<br />$ 21.00
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<br />69369
<br />$ 22.60
<br />$ 23.75
<br />$ 24.70
<br />I$ 27.30
<br />$ 29.40
<br />$ 31.50
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<br />Ps
<br />69
<br />-
<br />$ 52.50
<br />$ 11.55
<br />$ 2,625.00
<br />1 $ 17.35
<br />1$ 22.351
<br />$
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<br />49
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<br />$ 1,735.001
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<br />$ 23.00 1
<br />S
<br />N
<br />69
<br />$ 790.00 1
<br />$ 1,680.001
<br />$ 1,890.001
<br />$ 2,325.001
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<br />$ 5,500.00
<br />750.00
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<br />69
<br />$ 2,610.00
<br />$ 2,803.50
<br />$ 5,050.50
<br />$ 27,574.50
<br />$ 16,245.00
<br />1 $ 8,245.00 1
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<br />$ 5,175.00
<br />$ 19,233.90
<br />$ 145,765.901
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<br />$ 52,627.801
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<br />$ 8,493.001 1
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<br />$ 1,767.50 1
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<br />$ 13,373.00 f
<br />$ 7,214.50 1 1
<br />$ 9,072.00
<br />$ 2,424.00 f
<br />$_ 1,720.001 1
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<br />$ 4,800.001 1
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<br />1 $ 42.50
<br />$ 43.50
<br />$ 44.50
<br />$ 45.50
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<br />69 '-
<br />$ 48.50
<br />1 $ 2,221.00 1
<br />$ 225.00
<br />$ 21.30
<br />$ 28.00 1
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<br />$ 604.00 1
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<br />8
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<br />$ 171.00 1
<br />$ 2.50 1
<br />$ 21.50
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<br />$ 28.00 1
<br />100'908 $
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<br />$ 1,200.001
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<br />JANITARY SEWER -
<br />MOBILIZATION
<br />CONNECT TO EXISTING SANITARY MANHOLE
<br />REMOVE 10" PVC SAN. SEW.
<br />18" PVC, SDR 35 SAN. SEW. (14' -16' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (18' -20' DEEP)
<br />18" PVC, SDR 35 SAN. SEW. (20' -22' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (22' -24' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (24' -26' DEEP)
<br />8" PVC SDR 35 SAN. SEW. (26' -28' DEEP)
<br />(CONSTRUCT 4' DIA. SAN. MH, TYPE 301 (0' -10' DEEP)
<br />EXTRA DEPTH OF 4' DIA. SAN. MH (GREATER THAN 10' DEEP)
<br />14" ON 8" PVC, SCHEDULE 40 WYE BRANCH -
<br />4" PVC SCHEDULE 40 SERVICE PIPE J
<br />SUBTOTAL SANITARY SEWER
<br />' WATERMAIN
<br />CONNECT TO EXISTING WATERMAIN
<br />6" DIP, CL. 52 WATERMAIN
<br />12" DIP, CL. 52 WATERMAIN
<br />6" GATE VALVE & BOX
<br />12" GATE VALVE & BOX
<br />6" HYDRANT
<br />1" TYPE "K" COPPER WATER SERVICE
<br />1" CORPORATION STOP
<br />1" CURB STOP & BOX
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<br />SUBTOTAL WATERMAIN 1
<br />STORM SEWER
<br />15" RCP, CL. 5 STORM SEWER PIPE
<br />18" RCP, CL. 5 STORM SEWER PIPE
<br />21" RCP, CL. 3 STORM SEWER PIPE _ 1
<br />18" FLARED END SECTION
<br />24° FLARED END SECTION
<br />CONSTRUCT CATCH BASIN TYPE 402
<br />CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (48" DIA.) 1
<br />CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (60" DIA.)
<br />CONSTRUCT MANHOLE TYPE 409 (48" DIA.) 1
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