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77TH SET UTILITY EXTENSION M w
<br />CITY OF LINO LAKES TOLTZ, KING, DUVALL, ANDERSON
<br />LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED
<br />ENGINEERS-ARCHITECTS-PLANNERS
<br />COMMISSION NO. 10414 -99A TABULATION OF BIDS
<br />BIDS OPENED: SEPTEMBER 27, 1999 10:00 AM
<br />ENGINEER'S ESTIMATE DAVE PERKINS CONTRACTING, INC PENN CONTRACTING, INC
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />•
<br />$ 4,000.00
<br />$ 1,000.001
<br />40
<br />$ 6,400.00
<br />$ 742.00 l
<br />$
<br />SS
<br />$to
<br />N
<br />40
<br />40
<br />1,299.50 I
<br />8888
<br />(9(00
<br />69
<br />40
<br />((9
<br />40
<br />$ 1,500.00
<br />40
<br />$ 11,990.00
<br />$ 1,000.00
<br />$ 1,670.00
<br />$ 900.00
<br />49
<br />40
<br />40
<br />0
<br />0
<br />O
<br />40
<br />88
<br />(O^oC
<br />N
<br />49
<br />40
<br />$ 6,600.00
<br />$ 8,400.00
<br />$ 7,844.00
<br />$ 175.00
<br />$ 1,760.00
<br />$ 3,640.00
<br />$ 31,465.00
<br />rs
<br />a
<br />CO N
<br />49
<br />00
<br />SS
<br />00
<br />.9r
<br />49
<br />40
<br />$ 24.80
<br />$ 1,600.00
<br />1$ 140.00 I
<br />88°80
<br />SO
<br />to
<br />40469
<br />v)
<br />r�r
<br />49
<br />49669
<br />1$ 1,500.00
<br />MOOS
<br />.n-N0
<br />40
<br />01
<br />49 49
<br />tin
<br />02
<br />40
<br />$ 1,670.00
<br />$ 9.00
<br />.-0r
<br />rr
<br />4969
<br />°v,
<br />49
<br />$ 2.00
<br />$ 2.00
<br />$ 44.00
<br />$ 42.00
<br />$ 14.80
<br />$ 2.50
<br />$ 8.00
<br />$ 2.60
<br />$ 2,500.00
<br />$ 1,500.00
<br />$ 14,326.00 _
<br />$ 5,600.00
<br />9ttoo8
<br />49
<br />$ 2,250.00
<br />$ 500.00
<br />$ 1,725.00
<br />$ 450.00
<br />$ 551.00
<br />$ 29,932.00
<br />$ 550.00
<br />$ 700.00
<br />$ 11,990.00
<br />$ 1,000.00
<br />$ 600.00
<br />$ 1,300.00
<br />$ 700.00
<br />$ 375.00
<br />$ 375.00
<br />$ 1,340.00
<br />O
<br />(°9
<br />0)
<br />T
<br />44
<br />$ - 4,140.00
<br />$ 429.00
<br />$ 6,300.00
<br />$ 8,000.00
<br />$ 7,420.00
<br />$ 210.00
<br />$ 2,200.00
<br />8
<br />000)
<br />N(9
<br />Vr o
<br />69 49
<br />O
<br />(TD
<br />1^
<br />CTD
<br />49
<br />88885
<br />OON pOS
<br />tote 7r
<br />N r r
<br />40 49 49 49
<br />49
<br />$ 450.00
<br />$ 500.00
<br />$ 15.00
<br />$ 25.00
<br />$ 1.00
<br />$ 550.00
<br />0
<br />N
<br />69
<br />$ 22.00
<br />$ 500.00
<br />$ 600.00
<br />$ 1,300.00
<br />$ 7.00
<br />$ 75.00
<br />$ 75.00
<br />$ 4.00
<br />$ 3.00
<br />$ 3.00
<br />$ 42.00
<br />$ 40.00
<br />$ 14.00
<br />$ 3.00
<br />$ 10.00
<br />$ 3.00
<br />$ 10,000.00
<br />$ 1,500.00
<br />$ 14,877.00
<br />$ 6,000.00
<br />$ 450.50
<br />$ 1,600.00
<br />$ 350.00
<br />$ 1 ,725.00
<br />$ 324.00
<br />$ 551.00
<br />$ 37,377.50
<br />$ 1,500.00
<br />$ 448.00
<br />$ 13,625.00
<br />$ 940.00
<br />$ 560.00
<br />$ 1,600.00
<br />$ 1,200.00
<br />$ 200.00
<br />$ 450.00
<br />$ 837.50
<br />$ 21,360.50
<br />$ 4,140.00
<br />$ 286.00
<br />$ 6,000.00
<br />$ 7,000.00
<br />$ 6,890.00
<br />$ 140.00
<br />$ 2,640.00
<br />$ 5,600.00
<br />$ 32,696.00
<br />$ 91,434.00
<br />$ 10,000.00
<br />$ 1,500.00
<br />$ 27.00
<br />$ 1,500.00
<br />$ 85.00
<br />$ 320.00
<br />$ 350.00
<br />$ 15.00
<br />$ 18.00
<br />$ 1.00
<br />$ 1,500.00
<br />$ 16.00
<br />$ 25.00
<br />$ 470.00
<br />$ 560.00
<br />$ 1,600.00
<br />$ 12.00
<br />$ 40.00
<br />$ 90.00
<br />$ 2.50
<br />$ 3.00
<br />$
<br />2.00
<br />40.00
<br />$ 35.00
<br />$ 13.00
<br />$ 2.00
<br />$ 12.00
<br />$ 4.00
<br />Co Q LL QILQ Q LLLLLL
<br />JWJWWJW WJJJ
<br />.0 u_ tL QQQ LL Q Q co
<br />WJJW WWWWJW WJ
<br />P.-LL ZZZ<>'}
<br />CDJI- I-- F- 0C)CD
<br />1.00
<br />1.00
<br />551.00
<br />4.00
<br />5.30
<br />5.00
<br />1.00
<br />115.00
<br />18.00
<br />551.00
<br />1.00
<br />28.00
<br />545.00
<br />2.00
<br />1.00
<br />1.00
<br />100.00
<br />5.00
<br />5.00
<br />335.00
<br />1380.00
<br />143.00
<br />150.00
<br />200.00
<br />530.00
<br />70.00
<br />220.00
<br />1400.00
<br />SANITARY SEWER
<br />MOBILIZATION
<br />CONNECT TO EXISTING SANITARY SEWER
<br />10" PVC, C -900 SANITARY SEWER
<br />CONSTRUCT 4' DIA. MH
<br />EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 10" PVC, C -900 WYE BRANCH
<br />6" ON 10" PVC, C -900 WYE BRANCH
<br />4" PVC, C -900 SERVICE PIPE
<br />6" PVC, C -900 SERVICE PIPE
<br />TELEVISE SANITARY SEWER MAINS
<br />SUBTOTAL - SANITARY SEWER
<br />WATERMAIN
<br />CONNECT TO EXISTING WATERMAIN
<br />6" DIP, CL. 52 WATERMAIN
<br />8" DIP, CL. 52 WATERMAIN
<br />6" RES. SEAT GATE VALVE & BOX
<br />8" RES. SEAT GATE VALVE & BOX
<br />6" HYDRANT
<br />1" TYPE "K" WATER SERVICE
<br />1" CORPORATION STOP
<br />1" CURB STOP & BOX
<br />MJ FITTINGS
<br />SUBTOTAL - WATERMAIN
<br />STREETS & RESTORATION
<br />REMOVE & DISPOSE BIT. SURFACE
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />1 1/2" -2350 TYPE LV 4 WEARING COURSE
<br />2" -2350 TYPE LV 3 NON - WEARING COURSE
<br />5" AGGREGATE BASE, CLASS 5
<br />BIT. MATERIAL FOR TACK COAT
<br />TOPSOIL 4" DEPTH
<br />SODDING
<br />SUBTOTAL - STREETS & RESTORATION
<br />!TOTAL BID
<br />N M.9 01 (0 n 02 0) OT
<br />r N (9a to (0 h O 0) 0 T
<br />r N O 7 to (0 h CO
<br />BID TABULATION
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