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TABULATION OF BIDS
<br />62ND STREET RECONSTRUCTION
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA COMMISSION NO. 12510 -02
<br />BIDS OPENED: APRIL 2, 2004, AT 10 AM
<br />'DENOTES ERROR IN BIDDERS CALCULATION THREE RIVERS
<br />CONSTRUCTION
<br />ITE MN /DOT ' UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT
<br />���
<br />ENGINEERS • ARCHITECTS • PLANNERS
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />62ND STREET RECONSTRUCTION
<br />1
<br />2021.501
<br />MOBILIZATION
<br />1
<br />LS
<br />$ 14,652.50
<br />$ 14,652.50
<br />$
<br />$ -
<br />2
<br />2101.502
<br />CLEARING
<br />260
<br />TR
<br />$ 39.49
<br />$ 10,267.40
<br />$
<br />$ -
<br />3
<br />2101.507
<br />GRUBBING
<br />260
<br />TR
<br />$ 24.13
<br />$ 6,273.80
<br />$ -
<br />$ -
<br />4
<br />2104.501
<br />REMOVE PIPE (CULVERT OR STORM SEWER)
<br />331
<br />LF
<br />$ 8.00
<br />$ 2,648.00
<br />$
<br />$ -
<br />5
<br />2104.501
<br />REMOVE CURB & GUTTER (ALL TYPES)
<br />788
<br />LF
<br />$ 3.00
<br />$ 2,364.00
<br />$
<br />$
<br />6
<br />2104.501
<br />REMOVE FENCE
<br />1,061
<br />LF
<br />$ 1.00
<br />$ 1,061.00
<br />$
<br />$ -
<br />7
<br />2104.501
<br />REMOVE WATERMAIN
<br />5
<br />LF
<br />$ 50.00
<br />$ 250.00
<br />$
<br />$
<br />8
<br />2104.503
<br />REMOVE CONCRETE PAVEMENT (DRIVEWAY)
<br />220
<br />SF
<br />$ 1.00
<br />$ 220.00
<br />$ -
<br />$ -
<br />9
<br />2104.505
<br />REMOVE BITUMINOUS SURFACING
<br />13,706
<br />SY
<br />$ 3.32
<br />$ 45,503.92
<br />$
<br />$
<br />10
<br />2104.509
<br />REMOVE SIGN TYPE C
<br />1
<br />EA
<br />$ 15.45
<br />$ 15.45
<br />$
<br />$ -
<br />11
<br />2104.511
<br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH)
<br />50
<br />LF
<br />$ 3.09
<br />$ 154.50
<br />$
<br />$ -
<br />12
<br />2104.513
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />430
<br />LF
<br />$ 2.06
<br />$ 885.80
<br />$
<br />$
<br />13
<br />2104.523
<br />SALVAGE MAIL BOX SUPPORT
<br />9
<br />EA
<br />$ 25.75
<br />$ 231.75
<br />$
<br />$ -
<br />14
<br />2104.523
<br />SALVAGE SIGN
<br />8
<br />EA
<br />$ 15.45
<br />$ 123.60
<br />$
<br />$ -
<br />15
<br />2104.523
<br />SALVAGE GATE VALVE & BOX
<br />1
<br />EA
<br />$ 250.00
<br />$ 250.00
<br />$
<br />$
<br />16
<br />2105.501
<br />COMMON EXCAVATION
<br />3,562
<br />CY
<br />$ 5.22
<br />$ 18,593.64
<br />$
<br />$ -
<br />17
<br />2105.505
<br />MUCK EXCAVATION
<br />5,574
<br />CY
<br />$ 6.60
<br />$ 36,788.40
<br />$
<br />$
<br />18
<br />2105.507
<br />SUBGRADE EXCAVATION
<br />2,000
<br />CY
<br />$ 6.60
<br />$ ' 13,200.00
<br />$ -
<br />$ -
<br />19
<br />2105.511
<br />DITCH EXCAVATION
<br />205
<br />CY
<br />$ 15.25
<br />$ 3,126.25
<br />$
<br />$ -
<br />20
<br />2105.522
<br />SELECT GRANULAR BORROW (CV) (P)
<br />11,530
<br />CY
<br />$ 17.30
<br />$ 199,469.00
<br />$ -
<br />$ -
<br />21
<br />2105.525
<br />TOPSOIL BORROW (LV)
<br />2,503
<br />CY
<br />$ 12.95
<br />$ 32,413.85
<br />$
<br />$
<br />22
<br />2105.603
<br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING)
<br />3,000
<br />LF
<br />$ 3.32
<br />$ 9,960.00
<br />$
<br />$ -
<br />23
<br />2105.604
<br />GEOTEXTILE FABRIC TYPE IV
<br />855
<br />SY
<br />$ 2.64
<br />$ 2,257.20
<br />$
<br />$ -
<br />24
<br />2123.61
<br />EXPLORATORY DIGGING
<br />10
<br />HR
<br />$ 150.00
<br />$ 1,500.00
<br />$ -
<br />$
<br />25
<br />2211.501
<br />AGGREGATE BASE CLASS 5 FOR STREET, TRAIL, &
<br />DRIVEWAY (100% CRUSHED)
<br />10,669
<br />TN
<br />$ 10.92
<br />$ 116,505.48
<br />$
<br />$
<br />26
<br />2350.501
<br />TYPE LV AGG. 3 WEARING COURSE (B) (STREET)
<br />1,661
<br />TN
<br />$ 33.73
<br />$ 56,025.53
<br />$
<br />$
<br />27
<br />2350.501
<br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)
<br />411
<br />TN
<br />$ 40.94
<br />$ 16,826.34
<br />$
<br />$
<br />28
<br />2350.502
<br />TYPE LV AGG. 3 NON- WEARING COURSE (B) (STREET)
<br />1,622
<br />TN
<br />$ 31.42
<br />$ 50,963.24
<br />$
<br />$ -
<br />29
<br />2350.503
<br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR
<br />DRIVEWAYS (B)
<br />215
<br />SY
<br />$ 8.96
<br />$ 1,926.40
<br />$
<br />$
<br />30
<br />2357.502
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />664
<br />GAL
<br />$ 1.29
<br />$ 856.56
<br />$
<br />$ -
<br />31
<br />2501.515
<br />12" RC PIPE APRON W/ TRASH GUARD
<br />1
<br />EA
<br />$ 550.05
<br />$ 550.05
<br />$ -
<br />$ -
<br />32
<br />2501.515
<br />15" RC PIPE APRON W/ TRASH GUARD
<br />14
<br />EA
<br />$ 613.56
<br />$ 8,589.84
<br />$
<br />$
<br />33
<br />2501.515
<br />18" RC PIPE APRON W/ TRASH GUARD
<br />1
<br />EA
<br />$ 693.18
<br />$ 693.18
<br />$
<br />$ -
<br />34
<br />2501.515
<br />24" RC PIPE APRON W/ TRASH GUARD
<br />2
<br />EA
<br />$ 1,117.89
<br />$ 2,235.78
<br />$ -
<br />$ -
<br />35
<br />2502.541
<br />12" RC PIPE SEWER CLASS V DESIGN 3006
<br />195
<br />LF
<br />$ 22.64
<br />$ 4,414.80
<br />$ -
<br />$ -
<br />36
<br />2503.541
<br />15" RC PIPE SEWER CLASS V DESIGN 3006
<br />1,129
<br />LF
<br />$ 25.21
<br />$ 28,482.09
<br />$
<br />$
<br />37
<br />2503.541
<br />18" RC PIPE SEWER CLASS V DESIGN 3006
<br />392
<br />LF
<br />$ 28.34
<br />$ 11,109.28
<br />$
<br />$
<br />38
<br />2503.541
<br />24" RC PIPE SEWER CLASS III DESIGN 3006
<br />71
<br />LF
<br />$ 32.65
<br />$ 2,318.15
<br />$
<br />$ -
<br />39
<br />2503.602
<br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER)
<br />4
<br />EA
<br />$ 1,471.88
<br />$ 5,887.52
<br />$ -
<br />$ -
<br />40
<br />2503.602
<br />CONNECT TO EXISTING MANHOLES (STORM SEWER)
<br />2
<br />EA
<br />$ 836.25
<br />$ 1,672.50
<br />$ -
<br />$ -
<br />41
<br />2503.602
<br />8 "X4" PVC WYE (SCHEDULE 40)
<br />12
<br />EA
<br />$ 48.16
<br />$ 577.92
<br />$
<br />$
<br />42
<br />2503.602
<br />8" PVC, SDR 35 PIPE SEWER (0' -8' DEPTH)
<br />384
<br />LF
<br />$ 40.15
<br />$ 15,417.60
<br />$
<br />$
<br />43
<br />2503.603
<br />8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH)
<br />184
<br />LF
<br />$ 43.15
<br />$ 7,939.60
<br />$
<br />$ -
<br />Page 7
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