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TWILIGHT ACRES / TWILIGHT ACRES 2ND
<br />STREET AND UTILITY IMPROVEMENTS
<br />CITY OF LINO LAKES TOLTZ, KING, DUVALL, ANDERSON
<br />LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED
<br />ENGINEERS- ARCHITECTS - PLANNERS
<br />COMMISSION NO. 12030 -01 TABULATION OF BIDS
<br />BIDS OPENED: 5/5/00
<br />"DENOTES ERROR IN BIDDERS CALCULATION
<br />S.R. WEIDEMA INC. NODLAND CONSTRUCTION CO. RICHARD KNUTSON INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />O
<br />ci
<br />O
<br />EA
<br />3N.
<br />CC99
<br />CC)
<br />E9
<br />V
<br />COO
<br />CO
<br />co
<br />E9
<br />$ 4,489.10
<br />$ 965.65
<br />$ 578.40
<br />O
<br />0
<br />l()
<br />N
<br />69
<br />$ 3,247.00
<br />1 $ 594.00 1
<br />O
<br />d'O
<br />n
<br />CO
<br />69E9
<br />O
<br />V
<br />$ 885.501
<br />0
<br />0)
<br />T
<br />03
<br />N.
<br />N
<br />1 $ 750.00
<br />$ 602.10
<br />$ 28,443.50
<br />O
<br />0
<br />r0)
<br />r
<br />69.
<br />$ 1,800.00
<br />O
<br />O
<br />V
<br />49
<br />$ 7,228.50
<br />1$ 556.20
<br />O
<br />,-
<br />EA
<br />O
<br />CO
<br />r
<br />N
<br />E9
<br />C09
<br />�F-
<br />O>
<br />CD
<br />at
<br />E9
<br />O
<br />CC)
<br />0)
<br />E9
<br />$ 240.00
<br />co.
<br />00
<br />l�
<br />6949
<br />0
<br />-
<br />r
<br />$ 1,785.001
<br />1$ 250.001 I
<br />Cn
<br />CO6
<br />N
<br />[R
<br />1-r-
<br />N
<br />E9
<br />Oi
<br />N
<br />E9
<br />r
<br />'CCOCC,
<br />C7
<br />Ef9
<br />r-
<br />CO
<br />E9
<br />CD
<br />Cn
<br />N
<br />E9
<br />CO
<br />E9
<br />Is 22.00
<br />C000C[)
<br />6
<br />E9
<br />CAC
<br />E9
<br />EA
<br />1$ 375.00
<br />C
<br />cu
<br />N
<br />E9
<br />r-
<br />r
<br />E9
<br />1$ 440.00
<br />p
<br />O01O
<br />CC
<br />O
<br />CO
<br />69
<br />N
<br />of
<br />r
<br />E9
<br />Oi
<br />EA
<br />CO. OOO
<br />N
<br />69
<br />CM'
<br />CO
<br />69
<br />E9
<br />1$ 365.00
<br />O°
<br />00
<br />CO
<br />E9
<br />r
<br />E9
<br />1$ 5.00
<br />r
<br />O
<br />0
<br />CC)
<br />E9
<br />$ 5,075.001
<br />$ 31,096.00
<br />$ 4,158.00
<br />$ 868.00
<br />$ 464.00
<br />$ 25,000.00
<br />$ 3,820.00
<br />$ 4,050.00
<br />$ 7,900.00
<br />O
<br />O
<br />E9
<br />$ 1,288.00
<br />$ 84,228.00_
<br />$ 3,000.00
<br />$ 540.00
<br />$ 34,230.00
<br />$ 1,500.00
<br />O
<br />N.
<br />a0
<br />r
<br />EA
<br />$ 5,250.00
<br />O
<br />.-
<br />r
<br />h
<br />EA
<br />O
<br />O
<br />CO
<br />r
<br />E9
<br />O
<br />O
<br />N.
<br />N
<br />E9
<br />$ 1,078.00 1
<br />$ 58,633.00
<br />$ 350.00 1
<br />$ 200.00
<br />$ 75.00
<br />O
<br />COf)
<br />r
<br />E9
<br />$ 1,775.00I
<br />I $ 250.00
<br />p
<br />CO
<br />N
<br />69
<br />p
<br />CD
<br />N
<br />E9
<br />O O
<br />N. co
<br />N N
<br />E9 E9
<br />O O
<br />co 0
<br />N O
<br />In
<br />Nr
<br />69. 69
<br />O O
<br />0 0
<br />0 Cn
<br />r r
<br />E9 CA
<br />O
<br />0
<br />.-
<br />69
<br />I-
<br />0
<br />EA
<br />OD
<br />0
<br />EA
<br />0 0
<br />0 O
<br />0 N
<br />In
<br />E9 E9
<br />0
<br />N
<br />CA
<br />0
<br />0
<br />0
<br />N
<br />EA
<br />I $ 625.00
<br />O
<br />O
<br />N. N.
<br />E9
<br />$ 9.00
<br />I$ 50.00
<br />O
<br />O
<br />O
<br />r
<br />69
<br />O
<br />N
<br />69
<br />$ 350.00
<br />O
<br />O
<br />1.0
<br />E9
<br />O
<br />Cf)
<br />i
<br />N
<br />E9
<br />O
<br />.
<br />In
<br />E9
<br />$ 400.00
<br />$ 5,582.50
<br />$ 34,803.60
<br />$ 4,797.10
<br />$ 1,055.55
<br />$ 613.60
<br />$ - 16,600.00
<br />$ 3,247.00
<br />$ 675.00
<br />$ 8,097.50
<br />$ 0.90
<br />$ 885.50
<br />$ 76,758.25
<br />$ 410.00
<br />$ 533.25
<br />$ 31,622.00
<br />$ 1,335.00
<br />$ 1,845.00
<br />$ 5,100.00
<br />$ 8,453.00
<br />$ 540.00
<br />$ 1,620.00
<br />$ 1,212.75
<br />$ 52,671.00
<br />$ 475.00
<br />$ 300.00
<br />$ 24.00
<br />$ 563.50
<br />'4))
<br />N
<br />CO
<br />r
<br />E9
<br />$ 200.00
<br />$ 27.50
<br />1$ 29.10
<br />$ 31.15
<br />$ 34.05
<br />$ 38.35
<br />$ 1,660.00
<br />$ 85.00
<br />$ 25.00
<br />$ 10.25
<br />$ 0.01
<br />$ 0.55
<br />$ 205.00
<br />$ 19.75
<br />$ 19.40
<br />$ 445.00
<br />$ 615.00
<br />$ 1,700.00
<br />$ 10.70
<br />$ 20.00
<br />$ 60.00
<br />$ 2.25
<br />p
<br />000v
<br />CO to ON
<br />r.R
<br />69 69 EA EA
<br />Q LL LL LL U. UL Q
<br />111 -4 -4 -4 -4 -4 U4
<br />LL Q LL 3. UL
<br />-4 W -4 U-4
<br />QLL LLQQQ LL QQm
<br />W-4-4LLLLLL -4 LLU-4
<br />Q > U-
<br />LLO �CO-4
<br />2.0
<br />203.0
<br />1196.0
<br />154.0
<br />31.0
<br />16.0
<br />10.0
<br />38.2
<br />27.0
<br />790.0
<br />90.0
<br />1610.0
<br />2.0
<br />27.0
<br />1630.0
<br />3.0
<br />3.0
<br />3.0
<br />790.0
<br />27.0
<br />27.0
<br />539.0
<br />O O O O
<br />rCr MO
<br />N
<br />BASE BID - TWILIGHT ACRES
<br />SANITARY SEWER
<br />ADJUST MANHOLE RINGS /CASTING
<br />13" 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. (18' -20' DEEP)
<br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH)
<br />EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 8" PVC, SDR 35 WYE BRANCH
<br />4" PVC, SDR 26 SAN. SEW. SERVICE PIPE
<br />TRENCH STABILIZATION ROCK
<br />TELEVISE SANITARY SEWER MAINS
<br />- -- - ---------------- - - - - --
<br />SUBTOTAL - SANITARY SEWER
<br />WATERMAIN
<br />!CONNECT TO EXISTING WATERMAIN
<br />[16" DIP CLASS 52 WATERMAIN
<br />8" DIP CLASS 52 WATERMAIN
<br />16" RES. SEAT GATE VALVE AND BOX
<br />8" RES. SEAT GATE VALVE AND BOX
<br />16" MJ HUB HYDRANT
<br />1" TYPE "K" COPPER WATER SERVICE
<br />11" CORPORATION STOP
<br />1' CURB STOP & BOX
<br />DIP FITTINGS
<br />[SUBTOTAL - WATERMAIN
<br />STORM SEWER
<br />CONCRETE SPILLWAY
<br />CLASS 3 HAND PLACED RIP RAP
<br />GEOTEXTILE FABRIC
<br />DITCH REGRADING
<br />SUBTOTAL - STORM SEWER
<br />+- NNat up (ON.
<br />W Orr
<br />7- NC9 a'Cn CON.00 O—
<br />,- N C`7 of
<br />BID TABULATION
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