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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 />0
<br />06000
<br />0
<br />N
<br />V►
<br />0
<br />0
<br />U9_,..
<br />)
<br />69
<br />0Q
<br />et
<br />et
<br />69
<br />0
<br />M
<br />P
<br />N
<br />69
<br />0
<br />N
<br />e<
<br />0)
<br />69
<br />[_ $ 21,240.00 1
<br />Q
<br />0
<br />S
<br />M
<br />r
<br />69
<br />27,700.48
<br />$ 23,398.95
<br />O
<br />U)
<br />N
<br />f;
<br />10
<br />N
<br />49
<br />$ 371.20
<br />0
<br />O
<br />0
<br />0)
<br />0)
<br />64
<br />'$ 3,515.00
<br />U)
<br />'1)
<br />a
<br />M
<br />CO
<br />r
<br />64
<br />$ 225.00
<br />$ 300.00
<br />r
<br />r
<br />r
<br />OD
<br />11)
<br />e}
<br />r
<br />49
<br />$ 275,542.93 I
<br />P
<br />CO
<br />V.
<br />T
<br />r
<br />69
<br />$ 2,036.25
<br />O
<br />(0
<br />et
<br />(1:1_
<br />64
<br />O
<br />0
<br />U)
<br />n
<br />r
<br />r
<br />69
<br />$ 875.50 1
<br />Q
<br />V
<br />N
<br />M
<br />r
<br />69
<br />Q
<br />V
<br />et
<br />0
<br />N
<br />r
<br />69
<br />$ 500.001
<br />$ 506.00
<br />$ 39,131.60
<br />Q
<br />0
<br />10
<br />P
<br />M
<br />69
<br />$ 223.00
<br />L $_ _ 16,054.00
<br />$ 880.00
<br />$ 600.00
<br />O
<br />0
<br />et
<br />0)
<br />01
<br />69
<br />O
<br />CO
<br />N
<br />r
<br />69
<br />$ 123.60
<br />O
<br />(0
<br />P
<br />M
<br />64
<br />Q
<br />0
<br />0
<br />V
<br />r
<br />VT
<br />1O
<br />et
<br />(A
<br />N
<br />V
<br />N
<br />69
<br />1$ 2.00
<br />O
<br />100000)5
<br />ref
<br />69
<br />69
<br />000
<br />OOO
<br />IO
<br />r
<br />69
<br />E9
<br />U)O
<br />69
<br />Cl.
<br />r
<br />04
<br />1$ 10.88
<br />0)(0170
<br />(7
<br />Mir
<br />69
<br />1-N
<br />69
<br />69
<br />I $ 32.50
<br />0
<br />0
<br />Oi
<br />69
<br />$ 2.55
<br />00
<br />(00
<br />a0
<br />64
<br />M
<br />69
<br />(_010
<br />(0I-60U)N6
<br />NNNSOON
<br />64
<br />69
<br />U)
<br />1-
<br />69
<br />0000
<br />000(0
<br />01
<br />69
<br />69
<br />69
<br />69
<br />$ 5.00
<br />$ 0.55
<br />0
<br />O
<br />U)
<br />M
<br />69
<br />($ 22.30
<br />000
<br />et
<br />h00
<br />rCr
<br />69
<br />00
<br />69
<br />69
<br />I $ 1,470.00
<br />(0000
<br />r
<br />0)00')er
<br />64
<br />CO.
<br />N(0
<br />64
<br />CD
<br />49
<br />69
<br />$ 300.00
<br />$ 6,000.00
<br />$ 330.00
<br />$ 3,185.00
<br />$ 6,280.00
<br />$ 23,400.00
<br />$ 1,000.00
<br />$ 21,641.00
<br />$ 23,970.00
<br />$ 25,000.00
<br />$ 290.00
<br />$ 3,600.00
<br />$ 1,110.00
<br />$ 11,538.00
<br />$ 75.00
<br />$ 300.00
<br />$ 128,019.00
<br />$ 272,655.001
<br />$ 18,625.00
<br />$ 1,950.00
<br />$ 2,538.00
<br />$ 12,500.00
<br />$ 1,030.00
<br />$ 900.00
<br />$ 1,400.00
<br />$ 10.00
<br />$ 736.00
<br />0
<br />co
<br />00
<br />10
<br />0)
<br />M
<br />V,
<br />1 $ 1,500.00
<br />$ 200.00
<br />8
<br />.
<br />0
<br />N
<br />M
<br />0)
<br />r
<br />69
<br />$ 1,000.00
<br />$ 625.00
<br />r-$ 3,500.00
<br />$ 1,260.00
<br />$ 300.00
<br />$ 600.00
<br />$ 720.00
<br />8
<br />CO
<br />CO
<br />O
<br />0)
<br />N
<br />49
<br />$ 3.00
<br />$ 1.00
<br />$ 3.00
<br />$ 175.00
<br />$ 4.00
<br />$ 6.50
<br />$ 1,000.00
<br />$ 8.50
<br />$ 34.00
<br />$ 40.00
<br />$ 1.00
<br />$ 30.00
<br />$ 3.00
<br />$ 1.80
<br />$ 1.50
<br />$ 30.00
<br />000
<br />U)c0P
<br />N N N
<br />69 69 69
<br />$ 2,500.00
<br />$ 100.00
<br />$ 150.00
<br />$ 10.00
<br />$ 0.10
<br />$ 0.80
<br />0
<br />0
<br />0
<br />(9
<br />$ 20.00
<br />1$ 21.00
<br />00
<br />001
<br />110((00
<br />69 69
<br />I $ 1,750.00
<br />8885
<br />M 100N
<br />U)O
<br />69 69 69 V)
<br />S S
<br />N 0
<br />r 0
<br />1- P
<br />r
<br />6969
<br />346.50
<br />i 4,004.00
<br />i 10,519.00
<br />> 24,192.00
<br />> 1,575.00
<br />i 25,841.90
<br />i 22,947.75
<br />i 25,250.00
<br />406.00
<br />> 4,032.00
<br />i 2,812.00
<br />> 12,179.00
<br />262.50
<br />O (00
<br />U
<br />M 1)
<br />0
<br />0)
<br />r
<br />6949
<br />a
<br />0)
<br />(0
<br />0)
<br />O
<br />P
<br />N
<br />V!
<br />$ 22,983.25
<br />$ 2,430.00
<br />$ 3,243.00
<br />$ 8,300.00
<br />$ 875.50
<br />$ 150.00
<br />$ 1,645.00
<br />$ 1.00
<br />$ 506.00
<br />$ 40,133.75
<br />$ 205.00
<br />$ 198.00
<br />$ 17,848.00
<br />$ 890.00
<br />$ 615.00
<br />$ 3,400.00
<br />$ 1,715.00
<br />$ 120.00
<br />$ 360.00
<br />$ 810.00
<br />$ 26,161.00
<br />or Vl v. err err VT es 6. Q. 69 w 69 o.
<br />$ 11.15
<br />$ 0.63
<br />$ 3.15
<br />$ 220.00
<br />$ 6.70
<br />$ 6.72
<br />$ 1,575.00
<br />$ 10.15
<br />$ 32.55
<br />$ 40.40
<br />$ 1.40
<br />$ 33.60
<br />$ 7.60
<br />$ 1.90
<br />$ 5.25
<br />$ 31.50
<br />$ 30.85
<br />$ 32.40
<br />$ 34.50
<br />$ 1,660.00
<br />$ 85.00
<br />$ 25.00
<br />$ 11.75
<br />$ 0.01
<br />$ 0.55
<br />$ 205.00
<br />$ 19.80
<br />$ 19.40
<br />$ 445.00
<br />$ 615.00
<br />$ 1,700.00
<br />$ 12.25
<br />$ 20.00
<br />$ 60.00
<br />$ 2.25
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<br />W -1 -1 W W W J W W _)
<br />100.0
<br />6000.0
<br />110.0
<br />18.2
<br />1570.0
<br />3600.0
<br />1.0
<br />2546.0
<br />705.0
<br />625.0
<br />290.0
<br />120.0
<br />370.0
<br />6410.0
<br />50.0
<br />10.0
<br />O'OZ6
<br />0'004
<br />0'014
<br />0'9
<br />£'0I.
<br />0'9
<br />0176
<br />0'9L
<br />O'91'L
<br />1.0
<br />10.0
<br />920.0
<br />2.0
<br />1.0
<br />2.0
<br />140.0
<br />6.0
<br />6.0
<br />360.0
<br />,STREETS & RESTORATION
<br />REMOVE CONCRETE DRIVEWAY
<br />REMOVE BITUMINOUS PAVEMENT
<br />SAWCUT BIT. PAVEMENT (FULL DEPTH)
<br />SUBGRADE PREPARATION
<br />COMMON EXCAVATION (CV) (P)
<br />D412 CONC. CURB & GUTTER
<br />VALLEY GUTTER
<br />AGGREGATE BASE CLASS 5
<br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE
<br />2350 TYPE LV 4 WEARING COURSE
<br />CRS -1 BITUMINOUS MATERIAL FOR TACK
<br />6" CONCRETE DRIVE
<br />TOPSOIL BORROW
<br />SODDING
<br />SILT FENCE
<br />WASHED ROCK FOR ROCK ENTRANCE
<br />SUBTOTAL - STREETS AND RESTORATION
<br />TOTAL BID
<br />ALTERNATE BID - TWILIGHT ACRES 2ND
<br />SANITARY SEWER
<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 />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 />SUBTOTAL - SANITARY SEWER
<br />WATERMAIN
<br />CONNECT TO EXISTING WATERMAIN
<br />6' DIP CLASS 52 WATERMAIN
<br />8" DIP CLASS 52 WATERMAIN
<br />6" RES. SEAT GATE VALVE AND BOX
<br />8' RES. SEAT GATE VALVE AND BOX
<br />6" MJ HUB HYDRANT
<br />1' TYPE "K" COPPER WATER SERVICE
<br />1" CORPORATION STOP
<br />1' CURB STOP & BOX
<br />DIP FITTINGS
<br />,SUBTOTAL - WATERMAIN
<br />rNMet OPMOOr �rr.� -r�-�r
<br />*"NMet U)t0P0Of
<br />rNM et U)OD PM W,_
<br />BID TABULATION
<br />
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