|
MAIN 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 />DAVE PERKINS CONT. INC. VOLK SEWER & WATER INC
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />I..
<br />4949 49
<br />.111
<br />049 49
<br />49 4949
<br />91..1.91DO411.
<br />49
<br />4949
<br />4969
<br />49 49
<br />49 49
<br />49 4949
<br />IA
<br />N
<br />116111111S.
<br />49
<br />49 49
<br />49 49
<br />49 69
<br />69 49
<br />9.111.
<br />49 41 49
<br />69 69 49
<br />49 49
<br />I 3,900.00
<br />750.00
<br />I 2,650.00
<br />37,375.00
<br />I 28,365.00
<br />I 1,120.00
<br />294.00
<br />675.00
<br />980.00
<br />6 3,660.00
<br />17,100.00
<br />6 21,830.00
<br />6 47,662.50
<br />6 15,680.00
<br />6 15,000.00
<br />6 2,763.00
<br />6 5,160.00
<br />6 3,690.00
<br />6 4,485.00
<br />800.00
<br />6 4,183.20
<br />6 1,162.90
<br />400
<br />N
<br />CA
<br />N
<br />49
<br />p8p
<br />to
<br />49
<br />I 28,365.00
<br />621.00
<br />6 3,550.00
<br />6 4,575.00
<br />80pl�80
<br />O)IO
<br />4 r
<br />6 3,295.001,
<br />6 1,000.00
<br />8800080
<br />8NO28N
<br />1.6 a
<br />`7 I-
<br />3,476.55
<br />I 113,447.55
<br />sr: sr
<br />177 err
<br />49 49
<br />err P.
<br />494949
<br />49 49 49
<br />err err
<br />or or wr wwerr
<br />err P.m
<br />err
<br />err err
<br />err err
<br />err err
<br />n 07
<br />err 07
<br />err err
<br />I 3,900.00
<br />I 25.00
<br />2,650.00
<br />I 125.00
<br />I 155.00
<br />I 20.00
<br />6 21.00
<br />6 25.00
<br />6 28.00
<br />6 20.00
<br />6 57.00
<br />6 59.00
<br />6 61.50
<br />64.00
<br />888
<br />88
<br />N
<br />6 645.00 l
<br />6 15.00
<br />88
<br />r8
<br />6 23.24
<br />0.58
<br />$ 550.00
<br />$ 155.00
<br />$ 23.00
<br />$ 25.00
<br />$ 25.00
<br />$ 30.00
<br />$ 500.00
<br />$ 659.00
<br />$ 1,000.001
<br />88
<br />849
<br />•'
<br />49 49
<br />$ 15.00
<br />$ 100.00
<br />$ 150.00
<br />49 49 werr 494907
<br />n err
<br />err err
<br />err err
<br />49 49
<br />err err
<br />49 49
<br />nn
<br />-re-
<br />8,000.00
<br />750.00
<br />30,500.00
<br />37,375.00
<br />27,450.00
<br />1,400.00
<br />378.00
<br />6 756.00
<br />1,050.00
<br />2,745.00
<br />17,400.00
<br />21,830.00
<br />46,500.00
<br />15,190.00
<br />8,400.00
<br />2,763.00
<br />5,200.00
<br />4,428.00
<br />8o8p8�
<br />000) gg 8
<br />Nr C+ )r
<br />49 4949 49
<br />241,048.75
<br />$ 1,500.00
<br />$ 27,450.00
<br />$ 945.00
<br />$ 5,396.00
<br />$ 2,745.00
<br />$ 52,447.50 {I
<br />$ 1,500.00_1
<br />$ 3,250.00
<br />$ 1,000.00
<br />$ 4,200.00
<br />$ 450.001,
<br />$ 3,276.001
<br />$ 1,495.00 1
<br />$ 280.00
<br />$ 1,200.00
<br />$ 4,257.00
<br />$ 111,391.50
<br />4.9 4 sr err sr
<br />07 err
<br />07 err 4949 4949sr err
<br />err err
<br />888888
<br />8C8491!)49
<br />Cn r
<br />C O
<br />m
<br />4949 49 49 4949
<br />27.00
<br />28.00
<br />30.00
<br />15.00
<br />58.00
<br />59.00
<br />60.00
<br />62.00
<br />1,400.00
<br />100.00
<br />00'81.
<br />00'099
<br />888g"
<br />.-U),-
<br />49 4949 49
<br />88888
<br />0Lt)C�`)CC).-
<br />1n r
<br />r
<br />49 69 69 49 49
<br />1 $ 31.50
<br />$ 500.00
<br />$ 650.00
<br />$ 1,000.00
<br />$ 1,400.00
<br />$ 450.00
<br />$ 12.00
<br />$ 5.00
<br />$ 35.00
<br />$ 150.00
<br />$ 3.00
<br />err P.
<br />err err err n err err nn
<br />err err
<br />CO LL Q LL LL LL
<br />J J W J J J
<br />LL LL
<br />J J
<br />LL LL LL LL LL LL < LL
<br />J J J J J J W J
<br />< LL
<br />W J
<br />LL < >- LL
<br />J W O J
<br />Q LL LL LL LL
<br />W J J J J
<br />LL Q
<br />J W
<br />Q Q Q Q LL
<br />W lllill W W J
<br />LL Q Q
<br />J W W
<br />Cp
<br />J
<br />1.0
<br />30.0
<br />1.0
<br />299.0
<br />183.0
<br />56.0
<br />14.01
<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 />8.0
<br />246.0
<br />299.0
<br />8.0
<br />180.0
<br />2005.0
<br />1.0
<br />183.0
<br />27.0
<br />142.0
<br />183.0
<br />0000
<br />tCp u,.- —
<br />CO
<br />299.0
<br />8.0
<br />8.0
<br />0
<br />a
<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 />1 EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 21" PVC, SDR26 WYE BRANCH
<br />14" 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 />rNm
<br />NCO
<br />n CO
<br />to OT NT CO CO
<br />r r
<br />N CO
<br />r r
<br />O)NNN
<br />r
<br />r N m a CO
<br />,_° ,_CM
<br />CO N. CO m r_
<br />m a
<br />r r ,_1°
<br />CO
<br />r
<br />BID TABULATION
<br />
|