|
A + N STREET TOLTZ, KING, DUVALL, ANDERSON
<br />TRUNK UTILITY IMPROVEMENTS AND ASSOCIATES, INCORPORATED
<br />CITY OF LINO LAKES, MINNESOTA ENGINEERS - ARCHITECTS - PLANNERS
<br />COMMISSION NO. 12100 -02
<br />TABULATION OF BIDS
<br />BIDS OPENED: 11/7/00
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />MEADOWVALE CONSTR. INC. RANDY KRAMER EXC. INC. RYAN CONTRACTING CO.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />8888
<br />cbCO
<br />r
<br />4 9 449 499
<br />C9
<br />449
<br />00'SLh'O1. $
<br />00'001.'1. $
<br />00'001.'1. $
<br />00'SZ6' l $
<br />6 8,810.00
<br />6 525.00
<br />714.00
<br />6 14,497.00
<br />6 4,284.00_,
<br />48,205.0C CI,
<br />6 15,670.50
<br />727.50
<br />6 1,680.00
<br />88
<br />^�
<br />N
<br />6 2,905.00
<br />6 2,355.00
<br />6 2,325.00
<br />6 54,000.00
<br />888.
<br />�gS
<br />r a
<br />4.
<br />69 fRN
<br />$ 100,288.30
<br />$ 10,475.00
<br />$ 162,093.00
<br />$ 502,741.05
<br />69 nnnnnnnn
<br />4949
<br />- 07
<br />8 8 8
<br />OgOg
<br />494949
<br />8
<br />49
<br />$ 35.00
<br />$ 275.00
<br />$ 550.00
<br />2.00
<br />6 15.00
<br />2.00
<br />6 10.90
<br />6 12.00
<br />6 31.00
<br />6 33.70
<br />1.50
<br />6 48.00
<br />6 14.50
<br />1.70
<br />p�pn
<br />8 8 8 8
<br />1,688
<br />O
<br />N q
<br />1
<br />4949
<br />0.30
<br />0.30
<br />49 n nP.r.Ira
<br />n
<br />n n
<br />n n
<br />49 49
<br />nn
<br />$ 398.05
<br />$ 150.78
<br />$ 970.00
<br />$ 2,753.00
<br />$ 626.00
<br />$ 1,334.85
<br />$ 948.76
<br />$ 1,094.78
<br />$ 8,276.22
<br />6 16,386.60
<br />6 1,248.10
<br />6 2,245.53
<br />6 13,020.70
<br />6 4,348.26
<br />47,272.00
<br />6 17,581.65
<br />591.70
<br />6 1,016.75
<br />6 1,690.50
<br />1,525.00
<br />6 3,054.40
<br />6 2,307.90
<br />6 1,179.94
<br />6 53,611.38
<br />8 OO a
<br />� �4na
<br />r O N
<br />N of
<br />to
<br />49 49 N
<br />$ 109,504.78
<br />$ 8,276.22
<br />$ 169,246.41
<br />CO
<br />IS))
<br />n
<br />Co
<br />0)
<br />0)
<br />a
<br />49
<br />69 n n
<br />n n
<br />n cot
<br />nn
<br />aa* n
<br />n n 4949
<br />$ 4.19
<br />$ 25.13
<br />$ 9.70
<br />$ 27.53
<br />$ 15.65
<br />$ 24.27
<br />$ 237.19
<br />$ 547.39
<br />COD Nnr-
<br />CON CG
<br />CO
<br />49 49 49
<br />Oi CV
<br />r
<br />49 49
<br />$ 30.40
<br />37.81
<br />$ 1.22
<br />$ 29.05
<br />$ 11.27
<br />$ 3.05
<br />$ 7.36
<br />$ 2.94
<br />$ 1,268.75
<br />$ 53,611.38
<br />$ 0.04
<br />$ 0.41
<br />$ 475.00
<br />$ 180.00
<br />$ 1,000.00
<br />$ 2,800.00
<br />$ 720.00
<br />$ 1,650.00
<br />$ 1,000.00
<br />$ 1,200.00
<br />$ 9,025.00
<br />4,405.00
<br />175.00
<br />6 1,428.00
<br />15,960.00
<br />7,140.00
<br />54,425.00
<br />18,600.00
<br />970.00
<br />1,050.00
<br />1,800.00
<br />1,000.00
<br />4,150.00
<br />3,140.00
<br />1,116.00
<br />25,000.00
<br />870.00
<br />2,500.00
<br />143,729.00
<br />$ 104,973.00
<br />$ 9,025.00
<br />$ 143,729.00
<br />44
<br />CO
<br />cri
<br />co
<br />of
<br />49
<br />err en r. P. 4949 4949 4949 N
<br />$ 5.00
<br />$ 30.00
<br />$ 10.00
<br />$ 28.00
<br />$ 18.00
<br />$ 30.00
<br />$ 250.00
<br />$ 600.00
<br />pp pn pn
<br />8 8 8
<br />rN V
<br />49 4949
<br />12.00
<br />20.00
<br />35.00
<br />40.00
<br />2.00
<br />30.00
<br />12.00
<br />2.00
<br />10.00
<br />4.00
<br />1,200.00
<br />25,000.00
<br />0.30
<br />0.50
<br />4949 nn n n n as 49 69 49 49 nn
<br />JaJJJJW W
<br />N(A JF
<br />JFF()y F J6 JJJ
<br />95.0
<br />6.0
<br />100.0
<br />100.0
<br />40.0
<br />55.0
<br />4.0
<br />2.0
<br />4405.0
<br />35.0
<br />357.0
<br />1330.0
<br />357.0
<br />1555.0
<br />465.0
<br />485.0
<br />35.0
<br />150.0.
<br />500.0
<br />415.0
<br />785.0
<br />0.9
<br />1.0
<br />2900.0
<br />5000.0.
<br />STORM SEWER
<br />REMOVE CULVERTS
<br />REMOVE GS APRONS
<br />REMOVE STORM PIPE
<br />15" RCP STORM SEWER
<br />15" CMP CULVERT
<br />30" CMP CULVERT
<br />15" GS APRONS W/ TRASH GUARDS
<br />30" GS APRONS W/ TRASH GUARDS
<br />SUBTOTAL STORM SEWER
<br />STREETS AND RESTORATION
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE CONCRETE CURB & GUTTER
<br />AGGREGATE BASE CLASS 5
<br />B618 CONC. CURB & GUTTER
<br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE
<br />2350 TYPE LV 4 WEARING COURSE
<br />CRS -1 BITUMINOUS MATERIAL FOR TACK
<br />CONCRETE PAVEMENT
<br />AGGREGATE BASE CLASS 5 FOR SHOULDERING
<br />SILT FENCE
<br />TOPSOIL BORROW
<br />SODDING
<br />SEEDING
<br />TRAFFIC CONTROL
<br />4" BROKEN YELLOW LATEX
<br />4" SOLID WHITE LATEX
<br />SUBTOTAL STREETS AND RESTORATION
<br />SANITARY SEWER
<br />WATERMAIN
<br />STORM SEWER
<br />STREETS AND RESTORATION
<br />TOTAL BID
<br />r N CO y r D - LO 00
<br />r N C7
<br />n
<br />of V, CO t. 00)C) rrrer unOr-
<br />r
<br />BID TABULATION
<br />
|