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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 />BARBAROSSA & SONS INC S.R. WEIDEMA INC. LAMETTI & SONS INC
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />888p8
<br />S NBN
<br />O),
<br />CO
<br />69 49
<br />$ 5,000.00
<br />$ 43,355.00
<br />$ 30,744.00
<br />$ 2.464.00
<br />p88
<br />180�f
<br />'M U)
<br />6949
<br />770.00
<br />6 549.00
<br />188
<br />iS W
<br />INN
<br />05 cc;
<br />4949
<br />6 34,100.00
<br />10.780.00
<br />•8a °O
<br />�80Sn
<br />• NOW
<br />io CV
<br />r
<br />OS
<br />.4:' t•
<br />6 448.50
<br />i 2.000.00
<br />.8n
<br />SO
<br />Nr
<br />'�t` r
<br />277,727.65
<br />88888`888.
<br />S
<br />.-O
<br />49
<br />V �OOWi
<br />PU)�
<br />M
<br />4949
<br />,—
<br />MNC'�N
<br />6949494A
<br />$ 53,280.00
<br />$ 2,250.00
<br />$ 4.750.00
<br />$ 1,500.00
<br />$ 5,550.00
<br />$ 335.00
<br />$ 6,825.00
<br />$ 598.00
<br />X88
<br />O
<br />IN CO 0
<br />.4969
<br />$ 2,554.20
<br />$ 116,530.20
<br />or
<br />we et
<br />49 49
<br />49 49
<br />x. es
<br />49 69
<br />$ 76,000.00
<br />$ 25.00
<br />$ 5,000.00
<br />$ 145.00
<br />$ 168.00
<br />$ 44.00
<br />$ 22.00
<br />$ 22.00
<br />$ 22.00
<br />$ 3.00
<br />$ 44.00
<br />$ 44.00
<br />$ 44.00
<br />$ 44.00
<br />$ 3,000.00
<br />$ 80.00
<br />8 0
<br />8 N M
<br />4949
<br />$ 1.50
<br />$ 250.00
<br />$ 40.00
<br />$ 0.55
<br />BS
<br />§
<br />496969
<br />SS
<br />(O 0�p O
<br />N
<br />$ 24.00
<br />$ 12.00
<br />$ 32.00
<br />$ 750.00
<br />$ 950.00
<br />$ 1,500.00
<br />$ 1,850.00
<br />$ 335.00
<br />$ 25.00
<br />$ 2.00
<br />SSW
<br />NSA
<br />49 4949
<br />$ 20,692.00
<br />$ 600.00
<br />$ 1,110.00
<br />$ 35,581.00
<br />$ 26.095.80
<br />()
<br />l 826.
<br />$ 1,674.000 0
<br />$ 2,310.00
<br />$ 4,611.60
<br />$ 23,400.00
<br />$ 29,655.50
<br />$ 64,325.00
<br />$ 21,266.00
<br />$ 10,350.00
<br />$ 2,372.04
<br />$ 4,584.00
<br />$ 2,004.90
<br />$ 3,827.20
<br />$ 2,000.00
<br />a°qn
<br />T
<br />O
<br />6949
<br />$ 261,469.59
<br />472.00
<br />88
<br />p
<br />M
<br />C at
<br />N
<br />49 49
<br />6 2,627.00
<br />6 3,385.50
<br />6 40,959.00
<br />6 1,435.05
<br />6 3,480.00
<br />88
<br />6 u
<br />S Ch
<br />2,252.25
<br />i 3,812.25
<br />88
<br />8 c
<br />O) M
<br />i 3,476.55
<br />96,674.60
<br />ea
<br />ea o. e.
<br />a-r 49 49
<br />es w
<br />4949
<br />asw
<br />80088
<br />0Na-W
<br />0 I-
<br />N
<br />69 69 69 69
<br />6 55.00
<br />88
<br />(WO CCOO
<br />69 69
<br />66.00
<br />25.20
<br />6 78.00
<br />6 80.15
<br />6 83.00
<br />6 86.80
<br />6 1,725.00
<br />6 85.85
<br />573.00
<br />8.15
<br />p
<br />COO8
<br />NQ
<br />TuN
<br />0.01
<br />0.55
<br />8
<br />N
<br />49
<br />$ 142.00
<br />$ 16.00
<br />$ 18.50
<br />$ 18.50
<br />$ 24.60
<br />$ 478.35
<br />$ 696.00
<br />$ 940.00
<br />$ 1,610.00
<br />$ 315.00
<br />$ 8.25
<br />$ 12.75
<br />$ 120.00
<br />$ 164.00
<br />CV
<br />69
<br />an
<br />an
<br />an
<br />o. e.
<br />49 P. an
<br />ea es
<br />69 69
<br />as as
<br />'�-
<br />6 16,300.00
<br />150.00
<br />6 1,500.00
<br />6 44,850.00
<br />6 32,940.00
<br />6 1,680.00
<br />6 420.00
<br />810.00
<br />6 1,050.00
<br />6 5,490.00
<br />6 18,000.00
<br />6 22,200.00
<br />6 46,500.00
<br />6 14,700.00
<br />6 9,600.00
<br />6 2,486.70
<br />6 3,200.00
<br />3,690.00
<br />i 4,485.00
<br />400.00
<br />2,160.00
<br />i 1,203.00
<br />i 233,814.70
<br />8 8
<br />pN
<br />U) II)
<br />O
<br />N
<br />69 CO 69
<br />6 3,124.00
<br />6 4,026.00
<br />6 58,275.00
<br />6 1,500.00
<br />6 3,000.00
<br />6 800.00 I
<br />6 4,500.00
<br />250.00
<br />8 888 8p
<br />0 4 .- 66020
<br />V O)
<br />T
<br />69 69 69 69 69 49
<br />an an
<br />......
<br />.....
<br />e.
<br />69 69 as - w w
<br />o7 o.
<br />e. 07 69
<br />69 or es
<br />8888p 68p68p88888
<br />8 WOt()600)0)C0�)04M
<br />(O (`OOH
<br />494949 49494949 49 4949
<br />6 60.00
<br />6 60.00
<br />8888
<br />600(00000)
<br />.
<br />69696949
<br />6 400.00
<br />6 15.00
<br />6 15.00
<br />i 50.00
<br />i 12.00
<br />0.60
<br />8888
<br />8(0004
<br />6949 49
<br />$ 22.00
<br />$ 22.00
<br />5808
<br />a u)) 000
<br />49 4949
<br />$ 800.00
<br />$ 1,500.00
<br />$ 250.00
<br />$ 15.00
<br />$ 15.00
<br />$ 20.00
<br />$ 80.00
<br />$ 2.00
<br />or 7.
<br />as an 49 4949 49
<br />J y lb LL lb LL LL LL LL LL lb
<br />lb LL
<br />LL LL Q LL4
<br />Q LL LL Q U ' LL
<br />LL LL
<br />LL LL
<br />LL W Q
<br />Q W Q
<br />LL LL Q Q m
<br />1.0
<br />30.0
<br />1.0
<br />299.0
<br />183.0
<br />56.0
<br />14.0
<br />27.0
<br />35.0
<br />183.0
<br />300.0
<br />370.0
<br />775.0
<br />245.0
<br />6.0
<br />27.6
<br />0 t 0 0 0 p 0 0
<br />co 4g co 8 W
<br />NN S
<br />N
<br />1.0
<br />183.0
<br />27.0
<br />142.0
<br />183.0
<br />1665.0
<br />3.0
<br />5.0
<br />0 0 0
<br />�-CI.-
<br />273.0
<br />299.0
<br />8.0
<br />8.0
<br />1419.0
<br />SANITARY SEWER
<br />MOBLIZATION
<br />REMOVE 21" SANITARY SEWER PIPE
<br />CONNECT TO EXISTING SANITARY SEWER MH
<br />JACK/AUGER 12" STEEL CASING PIPE
<br />JACK/AUGER 18" STEEL CASING PIPE
<br />8" PVC, SDR 35 SAN. SEW. (10' -12' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (12' -14' DEEP)
<br />8" 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. THROUGH CASING
<br />21" PVC, SDR 26 SAN. SEW. (10' -12' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (12' -14' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (14' -16' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (16' -18' DEEP)
<br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(10' DEPTH
<br />EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 21" PVC, SDR26 WYE BRANCH
<br />4" PVC, SCH40 SERVICE PIPE
<br />4" PVC, SCH40 SERVICE PIPE THROUGH CASING
<br />4" PVC, SCH40 SERVICE CLEANOUT
<br />TRENCH STABILIZATION ROCK
<br />TELEVISE SANITARY SEWER MAINS
<br />SUBTOTAL SANITARY SEWER
<br />WATERMAIN
<br />CONNECT TO EXIST. 12 "DIP WATERMAIN
<br />JACK/AUGER 18" STEEL CASING
<br />6 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN THROUGH CASING
<br />12 "DIP CLASS 52 WATERMAIN
<br />6" RES. SEAT GATE VALVE AND BOX
<br />8" RES. SEAT GATE VALVE AND BOX
<br />12" BUTTERFLY VALVE AND BOX
<br />6" HYDRANT (8' -6" BURY)
<br />6" HYDRANT EXTENSION - FURNISH AND INSTALL
<br />1" TYPE "K" COPPER WATER SERVICE
<br />1" TYPE "K" COPPER SERVICE THROUGH CASING
<br />1" CORPORATION STOP
<br />1" CURB STOP AND BOX
<br />MJDIP FITTINGS
<br />SUBTOTAL WATERMAIN
<br />a- N M et 0 CO t` co O);2 r N
<br />0 ;_r ;12 f�
<br />r a) C3' N NN
<br />rNM
<br />et U)Wn co
<br />co ,c27.
<br />CM r;LI. La MI
<br />BID TABULATION
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