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tabulation
<br />of bidi
<br />•
<br />TOLT2,KING,DUVALL, ANDERSON
<br />8 ASSOCIATES, INC.
<br />ST. PAUL, MINNESOTA
<br />ENGINEERS ARCHITECTS
<br />BIOS RECENE S _ RECORDED BY S LA?
<br />PROJECT
<br />LOCATION
<br />OWNER
<br />COMM.NO.
<br />Baldwin Lake Mobile Home Sanitary Sewer
<br />Lino Lakes. Minnesota
<br />City of Lino Lakes. Minnesota
<br />7864 SHEELOF ? SNEETS'
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />QUANTITY
<br />En_ineer's Estimate
<br />GflANNEL
<br />T5LE
<br />- ;
<br />,rry
<br />ox v6.YAwo4/.C-
<br />.e,
<br />4A�.,GCq/Y €30Yf.
<br />-- _� , , �
<br />Wf//7'4.'
<br />G
<br />G27✓f7.
<br />�,
<br />UNIT
<br />TOTAL
<br />UNIT
<br />TOTAL
<br />TOTAL
<br />TOTAL
<br />®
<br />TOTAL
<br />UNIT
<br />TOTAL
<br />DATE OF COMPLETION
<br />eia
<br />s /
<br />» .,--
<br />CERTIFIED CHECK
<br />BID BOND
<br />S
<br />S7.;
<br />.5-%;
<br />Sanitary Sewer Construction
<br />1
<br />8" PVC SDR 35 SS 0 -8' Depth
<br />221 LF
<br />14.00
<br />3,094.00
<br />- -
<br />-
<br />- 5�
<br />r ,p
<br />b7 ,�
<br />2
<br />8" PVC SDR 35 SS 8 -10' Depth
<br />110 LF
<br />1 5. 00
<br />1,650.00
<br />f.¢; -r
<br />4_546),-
<br />- •
<br />z,,4z. -
<br />.0 /3. -
<br />!AP --
<br />// .-
<br />3
<br />8" PVC SDR 35 SS 10 -12' Depth
<br />162 LF
<br />16. 00
<br />2, 592.00
<br />,-
<br />.�,,015,*.o
<br />Zg4e -
<br />2Zm
<br />3SG¢.-
<br />4
<br />5
<br />8" PVC SDR 35 SS 18 -20' De • th
<br />8" PVC SDR 35 SS 20 -22' De •th
<br />21 LF
<br />235 LF
<br />22.00
<br />24. 00
<br />462.00
<br />5, 640.00...
<br />ZZ .$D
<br />.
<br />s ;i
<br />� .
<br />.. ,�
<br />r
<br />-
<br />M
<br />6
<br />8" PVC SDR 35 SS 22 -24 'Depth
<br />101 LF
<br />26.00
<br />2,626.00
<br />7
<br />8" DIP IP Cl. 50 SS 18 -20' Death
<br />8 LF
<br />23.00
<br />184.00
<br />1
<br />--
<br />8
<br />8" DIP Cl. 50 SS 20 -22' Depth
<br />35 LF
<br />25.00
<br />875.00
<br />- J.
<br />Z�h c'.
<br />6.25a
<br />Z,LZZ. -
<br />712iin
<br />Z,�i'SO.-
<br />9
<br />6" PVC SDR 35 SS Service Pipe
<br />95 LF
<br />10.00
<br />950.00
<br />-
<br />,,���-
<br />��j -
<br />.-
<br />10
<br />4" PVC SDR SS Service Pi • e
<br />40 LF
<br />8.00
<br />320. 00
<br />OD�D�
<br />, �..� .`
<br />r /1!!i�/l�L1
<br />- - s�iC�►��
<br />-JII•
<br />12
<br />4" Vertical Service Cleanout
<br />2 Ea
<br />pout 1 Ea
<br />60.00
<br />70.00
<br />120.00
<br />70.00
<br />_o
<br />,00
<br />M
<br />Mi
<br />- .,,M
<br />/��-�,,��
<br />Wi
<br />13
<br />6" PVC SDR 35 Vertical Service Cl e
<br />14
<br />Const. Std.4' Diameter MH 0 -8'
<br />4 Ea
<br />900.00
<br />3,600. 00
<br />lig i-
<br />1,//
<br />- 6i-
<br />- -/
<br />1 5
<br />Const. Std. 4" Dia. MH over Ex. SS
<br />3 Ea
<br />1000. 00
<br />3, 000. 00
<br />,; if:),
<br />ii
<br />-/
<br />t29 -
<br />,: i-
<br />16
<br />Extra De . th of 4' Dia. MH
<br />50.4 LF
<br />60. 00
<br />3, 024. 00.
<br />MrlAti!
<br />-fM
<br />i . /
<br />17
<br />Conn. to & Rest. Exist. MWCC LS Wet
<br />Well 1 Ea
<br />400. 00
<br />400.00
<br />fA
<br />,�
<br />*��
<br />i,.
<br />. Lo.
<br />M
<br />�1
<br />or
<br />fir 1
<br />�.
<br />- - �-
<br />18
<br />Connect. to Existing Septic Tank
<br />1 Ea
<br />200.00
<br />200.00
<br />19
<br />8" DIP Cl. 50 SS Drop Section
<br />10.0 LF
<br />75.00
<br />750.00
<br />���
<br />�
<br />_✓�'
<br />-
<br />70, -
<br />20
<br />6" DIP Cl. 50 SS Dro. Section
<br />34.0 LF
<br />70. 00
<br />2,380. 00
<br />„
<br />-. p ^
<br />Mi
<br />��
<br />ro
<br />i
<br />21
<br />Rem. & Repl. Fencing
<br />1 LS
<br />1000.00
<br />1,000.00
<br />.5- ■560,
<br />mom
<br />4SGIOi
<br />4550,
<br />4s "
<br />Z,y4o,-
<br />z."q/�/
<br />22
<br />Crushed Rock Foundation
<br />150 LF
<br />4.00
<br />600.00
<br />D ^
<br />"-
<br />/,/ `
<br />-
<br />/��-, "
<br />-
<br />O -
<br />23
<br />remove Le •1 :it urface
<br />483 SY
<br />5.00
<br />2 415. 00f�►JEf✓.T:SL'11EII
<br />��-
<br />/7/i�'L]
<br />24
<br />Class 5 Gravel MnDOT 3138
<br />128 Ton
<br />6.00
<br />768. 00IIMI
<br />.yi
<br />ii/►' /.
<br />-,.
<br />25
<br />Soddin• MnDOT 3878
<br />30 SY
<br />2.00
<br />IMMIIIIIECIIIMOIMMISIIIMINIMEIMIIIIMI
<br />26
<br />Roadside Seeding, MnDOT 2575
<br />0. 55 Ac
<br />200.00
<br />110.00
<br />M��
<br />��
<br />, i
<br />�,
<br />'K�W
<br />/i r
<br />27
<br />Seed Mixture o 5 n P• 3876
<br />2 0'
<br />1 1 t t
<br />tt1 %S/
<br />viii
<br />MEII
<br />28
<br />Commercial Fertilizer 10 -10 -10
<br />275 Lbs
<br />0.25
<br />68.7'
<br />i•Z`%
<br />343.7
<br />e',
<br />Dill
<br />9a7
<br />Z, S J
<br />
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