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ESTIMATE NO. 8
<br />HOLLY DRIVE IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA PROJECT NO. 12623.002
<br />QM MN /DOT
<br />NO. NO. DESCRIPTION
<br />59 2506.502 CONSTRUCT 72" DIAMETER MANHOLE, TYPE 409
<br />60 2506.502 CONSTRUCT 96" DIAMETER MANHOLE, TYPE ST
<br />61 2506.522 ADJUST FRAME AND RING CASTING (CB OR MH)
<br />62 2506.602 RECONSTRUCT EXISTING MANHOLE
<br />63 2511.501 RANDOM RIPRAP CLASS III
<br />64 2521.501 4" CONCRETE WALK
<br />65 2531.501 CONCRETE CURB AND GUTTER DESIGN B418
<br />66 2531.507 6" CONCRETE DRIVEWAY PAVEMENT
<br />67 2531.618 TRUNCATED DOME
<br />68 2540.602 MAIL BOX SUPPORT
<br />69 2563.601 TRAFFIC CONTROL
<br />70 2564.531 SIGN PANELS TYPE C (F &I)
<br />71 2564.531 SIGN PANELS TYPE D (F &I)
<br />72 2564.536 INSTALL SALVAGED SIGN (INCL. POST & ASSEMBLY)
<br />73 2564.603 PVMT MARK. 24" STOP LINE WHITE, POLY PREFORMED
<br />74 2564.603 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW, PAINT
<br />75 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED
<br />76 2571.502 DECIDUOUS TREE (2" CAL, B &B) (HACKBERRY)
<br />77 2571.502 DECIDUOUS TREE (2" CAL, B &B) (PIN OAK)
<br />78 2571.502 DECIDUOUS TREE (2" CAL, B &B) (AUTUMN MAPLE)
<br />79 2573.502 SILT FENCE, TYPE PREASSEMBLED
<br />80 2573.602 STORM SEWER INLET PROTECTION
<br />81 2573.602 HAY BALE DITCH CHECK
<br />82 2575.505 SODDING TYPE SALT RESISTANT
<br />83 2575.604 EROSION CONTROL BLANKET, CATEGORY 1 (WOOD FIBER
<br />BLANKET)
<br />04 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH &
<br />DISC ANCHORING) ACRE
<br />PERIOD ENDING: January 23, 2006
<br />CONTRACT QUANTITY UNIT
<br />UNIT QUANTITY TO DATE PRICE
<br />EA 2.0 2.0 $ 3,200.00
<br />EA 5.0 5.0 $ 5,000.00
<br />EA 6.0 10.0 $ 275.00
<br />EA 1.0 1.0 $ 650.00
<br />CY 54.0 80.0 $ 85.00
<br />SF 1,543.0 924.75 $ 3.10
<br />LF 7,328.0 7,440.5 $ 7.85
<br />SY 100.0 - $ 37.00
<br />SF 256.0 256.0 $ 12.00
<br />EA 5.0 5.0 $ 95.00
<br />LS 1.0 1.00 $ 2,500.00
<br />SF 94.0 98.3 $ 23.00
<br />SF 17.0 27.5 $ 30.00
<br />EA 11.0 15.0 $ 100.00
<br />LF 142.0 142.0 $ 15.25
<br />LF 3,900.0 3,900.0 $ 0.35
<br />SF 288.0 306.0 $ 14.00
<br />TR 30.0 43.0 $ 285.00
<br />TR 30.0 20.0 $ 285.00
<br />TR 30.0 27.0 $ 285.00
<br />LF 4,360.0 3,635.0 $ 2.25
<br />EA 28.0 14.0 $ 110.00
<br />LF 90.0 - $ 5.25
<br />SY 11,490.0 7,860.0 $ 2.35
<br />SY 3,809.0 6,680.0 $ 1.60
<br />SUBTOTAL ESTIMATE NO. 8
<br />CHANGE ORDER NO. 1
<br />1 CO1 ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT)
<br />CONNECT TO EXISTING WATERMAIN
<br />HYDRANT
<br />6" GATE VALVE AND BOX
<br />8" GATE VALVE AND BOX
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />DUCTILE IRON FITTINGS
<br />EA
<br />EA
<br />EA
<br />EA
<br />LF
<br />LF
<br />LB
<br />1.0
<br />2.0
<br />2.0
<br />3.0
<br />50.0
<br />1,330.0
<br />749.0
<br />SUBTOTAL ITEM NO. 1
<br />2 CO1 MINERAL POINT CONNECTION
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />REMOVE BITUMINOUS PAVEMENT (STREET)
<br />AGGREGATE BASE, CLASS 5
<br />TYPE LV4 WEARING COURSE
<br />TYPE LV4 NON - WEARING COURSE
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />CONNECT TO EXISTING WATERMAIN
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />LF
<br />SY
<br />TN
<br />TN
<br />TN
<br />GAL
<br />EA
<br />LF
<br />194.0
<br />280.0
<br />48.5
<br />25.1
<br />33.5
<br />14.0
<br />1.0
<br />180.0
<br />AMOUNT
<br />TO DATE
<br />6,400.00
<br />25,000.00
<br />2,750.00
<br />650.00
<br />6,800.00
<br />2,866.73
<br />58,407.93
<br />3,072.00
<br />475.00
<br />2,500.00
<br />2,259.75
<br />825.00
<br />1,500.00
<br />2,165.50
<br />1,365.00
<br />4,284.00
<br />12,255.00
<br />5,700.00
<br />7,695.00
<br />8,178.70
<br />1,540.0C
<br />18,471.0C
<br />$ 10,688.00
<br />0.25 $ 3,000.00 $ 750.00
<br />$ 802,842.84
<br />$ 1,050.00 $
<br />$ 2,100.00 $
<br />$ 500.00 $
<br />2.0 $ 850.00 $
<br />$ 52.00 $
<br />1,338.0 $ 27.00 $
<br />$ 1.30 $
<br />•
<br />SUBTOTAL ITEM NO. 2
<br />SUBTOTAL CHANGE ORDER NO. 1
<br />-113-
<br />1,700.01
<br />36,126.01
<br />$ 37,826.01
<br />145.0 $ 3.65 $
<br />220.0 $ 9.45 $
<br />$ 0.10 $
<br />$ 40.25 $
<br />$ 39.25 $
<br />$ 1.50 $
<br />$ 1,050.00 $
<br />$ 27.00 $
<br />529.2
<br />2,079.0
<br />$ 2,608.2
<br />$ 40,434.2
<br />
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