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TABULATION OF BIDS
<br />2010 OVERLAY PROJECT TKDA
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA PROJECT NO. 14563.002 IIlP.NFHnnc •Pncm,rcn n! • ri nnm &z
<br />BIDS OPENED: MARCH 31, 20101P30 AM
<br />'DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE RUM RIVER CONTRACTING GMH ASPHALT NORTH VALLEY INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY ___ UNIT _ PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />I I I 11 1
<br />$ 5,562.50
<br />$ 832.50 Li
<br />1
<br />g�8
<br />mo
<br />4
<br />00
<br />0
<br />4
<br />$ 1,525.00
<br />82,700.00
<br />S 300.00
<br />1
<br />81888888
<br />Oo060OD1
<br />400
<br />1- OJ
<br />-a
<br />0 *0049ow*
<br />9-
<br />N 01—
<br />N
<br />m'
<br />J• I
<br />1D
<br />m
<br />^ 10
<br />10
<br />1-
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<br />J
<br />I I
<br />giojo
<br />6168
<br />M 1011L11�I01
<br />N N
<br />_
<br />00
<br />10
<br />OOW
<br />4) fD
<br />_ _
<br />*00000000
<br />°0
<br />°
<br />ID m
<br />_
<br />1
<br />0 $1I8
<br />66'6816
<br />W N
<br />!Q
<br />1
<br />$�$
<br />W gI4
<br />4 �0Ny
<br />IN
<br />}$ 2247.50 L
<br />m {m
<br />1:. 1400
<br />O
<br />n
<br />o
<br />m
<br />m
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<br />-
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<br />D
<br />g W10
<br />P)
<br />19
<br />00o00000l000
<br />logo
<br />g 81m
<br />m�m14'WID)O10
<br />0
<br />iD N
<br />_
<br />W IW
<br />o1ry 81N
<br />N m 0) 9. 014)
<br />W I_ 0 0' -1
<br />ID W re,
<br />g g
<br />m
<br />0
<br />1o080008181808":8N8m8
<br />to
<br />Ip
<br />I10D
<br />1,6
<br />10043000
<br />O
<br />O o
<br />1)ID
<br />O
<br />me
<br />Nm�1�(0p
<br />*00000
<br />00
<br />IO
<br />al
<br />•
<br />W N4Nm
<br />r,
<br />*0000
<br />$ 50.50
<br />$ 2.50
<br />$ 57.00
<br />$ 8.25
<br />$ 1.85
<br />mm
<br />NM
<br />010
<br />g18
<br />00
<br />NNI
<br />00
<br />$ 825.00
<br />$ 335.00
<br />8E28828°Nm
<br />�,-
<br />N
<br />00*
<br />1Om/ON�mOJ
<br />*00
<br />*1000
<br />C'i
<br />I
<br />I
<br />$ 5,750.00(_
<br />88
<br />gg
<br />10110
<br />049
<br />$ 720.00
<br />$ 6,384.00
<br />$ 8,800.00
<br />$ 2,022.75
<br />$ 300.00
<br />_$_ 1,550.00
<br />$ 1,950.00
<br />$ 6,800.00
<br />3 3,527.50
<br />$ 7,700.00
<br />8888
<br />Qoo°
<br />9.
<br />0000
<br />D 40
<br />$ 70,252.50
<br />$ 1,830.00
<br />$ 61,105.00
<br />$ 750.00
<br />$ 4,304.00
<br />$ 2,680.00
<br />L$ 827.80
<br />$ 3,150.09
<br />$ 290.09
<br />$ 182.50_
<br />$ 208.50
<br />a
<br />R
<br />N
<br />f0
<br />1^
<br />0
<br />1,500.00
<br />$ 300.00
<br />$ 422.00
<br />$ 1,895.00
<br />$ 576.00
<br />$ 522.50
<br />$_ 684.00
<br />$
<br />100.00
<br />$
<br />750.00
<br />$ 580.00
<br />$ 21,109.00
<br />$ 2,452.50
<br />$ 315.00
<br />$ 208.50
<br />n
<br />^
<br />_
<br />10
<br />0
<br />mm
<br />e�
<br />W.'''.
<br />'1
<br />00
<br />10
<br />e
<br />"
<br />fNN�j
<br />$ 5,750.00
<br />4) 0, 08
<br />881011
<br />W'
<br />0000000004900
<br />000000
<br />8m^o00'OO
<br />M
<br />'ID
<br />(1011.- 0
<br />N
<br />$ 2.00I
<br />5.00
<br />4048(4))
<br />I91n�t0N
<br />0 0
<br />0 0
<br />0
<br />W
<br />0 33
<br />00110
<br />N4)
<br />0 03
<br />$ 31.39
<br />$ 10.50
<br />$ 2.90
<br />$ 3.25
<br />$_ 1,500.00
<br />$ 300.00
<br />$ 211.00
<br />$ 339.00
<br />o um), .-081(0111)0IID
<br />movtn
<br />0000000000
<br />pp
<br />uia�mOe
<br />$ 2,700.00 L
<br />$ 500.00 _I
<br />08
<br />66
<br />QQ
<br />00
<br />$ exam I-
<br />$ $ 2,800.00
<br />0011101,00
<br />660m6
<br />000(0IIDD70.
<br />049000
<br />$ 1,582.55_
<br />$ 1,538.00
<br />$ 8,400.00
<br />$ 2,507.50
<br />$ 4,812.50
<br />O0
<br />00
<br />9-
<br />00
<br />$ 320.00j
<br />$ 210.00
<br />oo•oee' i $
<br />09'119'69 $
<br />$ 80,445.00
<br />$ 300.00
<br />$ 1,752.00
<br />$ 2,590.00
<br />OOO
<br />dm
<br />100s-
<br />0
<br />000
<br />8 200.00
<br />$ 150.00
<br />O^
<br />0
<br />e4~-
<br />0
<br />1
<br />1,200.00
<br />$ 500.00
<br />$ 1,026.00
<br />$ 2,290.00
<br />$
<br />525.00
<br />$ 950.00
<br />$
<br />472.00
<br />$ 40.00450.00
<br />480.00
<br />00N
<br />N N
<br />8
<br />0
<br />b
<br />10
<br />0
<br />$ 174,948.10
<br />$ 31,500.50
<br />O
<br />N
<br />0
<br />$ 2,700.00I
<br />$ 500.00
<br />8888,7:2
<br />8e886.-
<br />40).40110M
<br />9-
<br />$ 512.00
<br />$ 0.70
<br />$ 2.95
<br />$ 125.00
<br />8M l
<br />0 0
<br />$ 2.00
<br />$ 3.00
<br />$ 48.15
<br />$ 3.00
<br />$ 54.95
<br />_$ 2.00
<br />10 0
<br />6,
<br />.0.1.040961.
<br />1 4) N
<br />O)I-N
<br />[$_$ 2.00
<br />;_ 3.00
<br />L$ 1,200.00
<br />$ 500.00
<br />$ 513.00
<br />8
<br />1-
<br />010
<br />828888
<br />0 0
<br />N10I0M'
<br />0 0 0
<br />8 8
<br />, 4
<br />0 0 0 0
<br />I
<br />I1
<br />I
<br />8 2
<br />60 oo
<br />O O
<br />0*
<br />$ 80ov0
<br />$ 8,000.00
<br />$ 5,600.00
<br />$ 4,000.00
<br />$ 3,100.00
<br />$ 1,500.00
<br />$ 2,790.00
<br />$ 1,350.00
<br />$ 6,400.00
<br />$ 4,675.00
<br />$ 3850.00
<br />oo
<br />.- Y
<br />21080880
<br />g 0)
<br />m Q
<br />I° 0
<br />W m
<br />m
<br />g IOD
<br />10 3-
<br />M
<br />g 00
<br />m m
<br />$ . 240.00
<br />$ 1,200.00
<br />Ir$_. 450.00
<br />$___ 100.00
<br />0
<br />109
<br />Oa
<br />M
<br />0000
<br />00 0
<br />0J0,
<br />*0
<br />11-71,200.00 I $ 2,400.00
<br />$ 450.00 I $ 2,250.00
<br />$ 450.00 $ 1,350.00
<br />S 1.00 $ 950.00
<br />$ 6.00 $ _ 960.00
<br />$ 5.00 $ 100.00
<br />$
<br />5.00 750.00
<br />$ 3.00 $ 480.00
<br />I Q g NN 1°
<br />h. — N
<br />N
<br />4)Q W
<br />8
<br />I D
<br />0
<br />10
<br />oo,00,
<br />n N
<br />ft.,.
<br />N
<br />00
<br />o0
<br />m
<br />N
<br />I0
<br />$ 59 900
<br />$ 1,000.00
<br />$ 200.00
<br />$ 50.00
<br />$ 50.00
<br />$ 1,000.00
<br />$ 20.00
<br />$ 450.00
<br />$ 0.70
<br />$ 5.50
<br />$ 100.00
<br />*10000
<br />$ 12.00
<br />$ 4.00
<br />88
<br />NM
<br />0*
<br />11 3,000.00
<br />s
<br />1,000.00
<br />J -/13.1-1
<br />J W U
<br />m UW
<br />m U,C-3J
<br />y CO
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<br />4-3030)
<br />-
<br />J
<br />J J W
<br />J J W U
<br />J J 0
<br />H-1 y J
<br />0 0
<br />0
<br />0 0
<br />40
<br />112.0
<br />4.0
<br />155.0
<br />'.
<br />3.0
<br />12000.0
<br />850.0
<br />38.5
<br />6.6.°686
<br />r)
<br />.--''-"r A'4)
<br />W
<br />100.0 70.0
<br />o0000
<br />C
<br />Ng0W11D
<br />p 01
<br />O0
<br />--
<br />5.0
<br />3.0
<br />950.0
<br />180.0
<br />C g1
<br />380.0
<br />150.0
<br />30.0
<br />50.0
<br />2010 OVERLAY - PROJECT A (WOODUCK TRAIL FROM MAIN
<br />STREET TO ANDALL STREET)
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />CLEAR AND GRUB TREESJ' DIAMETER OR GREATER)
<br />REMOVE 30 " CMP CULVERT
<br />INSTALL 30" RCP CULVERT (TIE ALL JOINTS)
<br />INSTALL 30 " RCP FES
<br />SUBGRADE EXCAVATION
<br />GEOTEXTILE STABILIZATION FABRIC
<br />SELECT GRANULAR BORROW
<br />REHABILITATE CATCH BASINS
<br />RECLAIM BITUMINOUS
<br />HAUL OUT EXCESS MILLINGS (LV)
<br />RESHAPE MILLINGS (3% CROWN)
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />BITUMINOUS BASE COURSE 2360 (LVNW 35030)
<br />8111JMIINOUS MATERIAUDA TACK COAT
<br />BIf UMINOUS WEARING COURSE (LVWE 45030)
<br />(BITUMINOUS CURBING
<br />BITUMINOUS DRIVEWAY PAVEMENT
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />TOPSOIL BORROW WITH SEED
<br />SODDING AND TOPSOIL BORROW
<br />1EROISION CONTROL BLANKET WITH SEED
<br />SILT FENCE
<br />IBICIDEGRADABLE FIBER EROSION CONTROL ROLLS
<br />2010 OVERLAY - PROJECT B (CLEARVYATER'CREEK FROM
<br />CEDAR STREET TO 270' SOUTH OF ANDALL STREET)
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />REPAIR AND ADJUST CATCH BASIN
<br />ADJUST MANHOLE
<br />ADJUST VALVES-
<br />RECLAIM BITUMINOUS
<br />PAUL OUT EXCESS MILLINGS (LV)
<br />SAW CUT CONCRETE FOR CATCH BASINS
<br />REMOVE OF AND DISPOSE OF CONCRETE CURB
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />BITUMINOUS WEARING COURSE (LVWE 45030)_
<br />0412 CONCRETE CURB AND GUTTER
<br />SODDING AND TOPSOIL BORROW
<br />BIODEGRADABLE FIBER EROSION CONTROL ROLLS
<br />SUBTOTAL PROJECTS
<br />PROJECT A_
<br />PROJECT B
<br />TOTAL PROJECT A AND PROJECT B
<br />- N
<br />9 4
<br />W ml�
<br />m mO,
<br />1^l 0
<br />4 Wm
<br />@ l'
<br />0ID)
<br />@I^
<br />N N
<br />0
<br />N 104
<br />N NIN
<br />0
<br />NIN
<br />m I9.103
<br />N
<br />N
<br />- N 1914
<br />Wim r
<br />I
<br />m 0 0, -1^
<br />I-
<br />9,4
<br />-I-
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