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ESTIMATE NO. 5 PERIOD ENDING: December 1, 2003
<br />STREET RECONSTRUCTION
<br />OF LINO LAKES, MINNESOTA
<br />COMMISSION NO. 12390-03
<br />ITEM
<br />NO.
<br />60
<br />61
<br />62
<br />63
<br />64
<br />65
<br />66
<br />67
<br />68
<br />69
<br />70
<br />71
<br />72
<br />73
<br />74
<br />75
<br />76
<br />77
<br />78
<br />79
<br />80
<br />81
<br />DESCRIPTION
<br />16" GATE VALVE & BOX
<br />1" CURB STOP & BOX
<br />1" CORPORATION STOP
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />1" TYPE K COPPER PIPE
<br />16" WATERMAIN DUCTILE IRON CL52
<br />INSULATION (4" THICKNESS)
<br />DUCTILE IRON FITTINGS
<br />CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH)
<br />CONSTRUCT CATCH BASIN -TYPE 402
<br />CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409
<br />CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409
<br />ADJUST EXISTING FRAME AND RING CASTING
<br />RECONSTRUCT EXISTING MANHOLE
<br />CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301)
<br />CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH)
<br />RANDOM RIPRAP CLASS III
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />0 6" CONCRETE DRIVEWAY PAVEMENT
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />INSTALL MAIL BOX SUPPORT
<br />85 MAIL BOX SUPPORT
<br />86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL
<br />87 WOODEN FENCE
<br />88 INSTALL SALVAGED FENCE
<br />89 TRAFFIC CONTROL
<br />90 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY)
<br />91 SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY)
<br />92 INSTALL SIGN (INCL. POST & ASSEMBLY)
<br />93 DELINEATOR TYPE (X4-2)
<br />94 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED
<br />95 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT
<br />96 PVMT MARK. 4" SOLID LINE WHITE -PAINT
<br />97 ZEBRA CROSSWALK- WHITE POLY PREFORMED
<br />98 PEDESTAL FOUNDATION
<br />99 1.25" RIGID STEEL CONDUIT
<br />100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM
<br />101 TRANSPLANT TREE (3" CAL DECIDUOUS)
<br />102 SILT FENCE, TYPE PREASSEMBLED
<br />103 INLET PROTECTION
<br />104 SODDING TYPE SALT RESISTANT
<br />105 EROSION CONTROL BLANKET
<br />106 SEEDING (INCL SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC
<br />ANCHORING)"
<br />SUBTOTAL ESTIMATE NO. 5
<br />CONTRACT QUANTITY UNIT AMOUNT
<br />UNIT
<br />EA
<br />EA
<br />EA
<br />LF
<br />LF
<br />LF
<br />LF
<br />SY
<br />LB
<br />LF
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />LF
<br />CY
<br />LF
<br />SY
<br />SY
<br />EA
<br />EA
<br />LF
<br />LF
<br />LF
<br />LS
<br />SF
<br />SF
<br />EA
<br />EA
<br />LF
<br />LF
<br />LF
<br />SF
<br />EA
<br />LF
<br />SYS
<br />TREE
<br />LF
<br />EA
<br />SY
<br />SY
<br />ACRE
<br />QUANTITY
<br />2.0
<br />31.0
<br />31.0
<br />91.0
<br />1,261.0
<br />1,700.0
<br />76.0
<br />165.0
<br />1,596.0
<br />14.0
<br />34.0
<br />6.0
<br />8.0
<br />1.0
<br />1.0
<br />3.0
<br />8.0
<br />2.0
<br />11.0
<br />101.0
<br />22.0
<br />10,540.0
<br />155.0
<br />278.0
<br />37.0
<br />5.0
<br />35.0
<br />112.0
<br />50.0
<br />1.0
<br />313.0
<br />59.0
<br />20.0
<br />6.0
<br />143.0
<br />4,520.0
<br />9,480.0
<br />216.0
<br />1.0
<br />30.0
<br />1.0
<br />79.0
<br />6,866.0
<br />49.0
<br />15,000.0
<br />6,660.0
<br />CHANGE ORDER NO.1
<br />1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT
<br />leA REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL
<br />MATERIAL.
<br />2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO
<br />FACILITATE LATE SEASON CONSTRUCTION. ADD 8618 CONCRETE
<br />C &G
<br />TO DATE PRICE TO DATE
<br />2.00 $ 4,000.00 $ 8,000.00
<br />32.00 $ 165.00 $ 5,280.00
<br />32.00 $ 118.00 $ 3,776.00
<br />128.00 $ 21.00 $ 2,688.00
<br />989.00 $ 26.00 $ 25,714.00
<br />1,811.00 $ 9.40 $ 17,023.40
<br />60.00 $ 50.00 $ 3,000.00
<br />32.00 $ 18.00 $ 576.00
<br />1,201.00 $ 2.90 $ 3,482.90
<br />14.00 $ 90.00 $ 1,260.00
<br />34.00 $ 1,080.00 $ 36,720.00
<br />6.00 $ 1,240.00 $ 7,440.00
<br />9.00 $ 1,870.00 $ 16,830.00
<br />1.00 $ 2,300.00 $ 2,300.00
<br />1.00 $ 1,140.00 $ 1,140.00
<br />3.00 $ 1,770.00 $ 5,310.00
<br />5.00 $ 200.00 $ 1,000.00
<br />2.00 $ 750.00 $ 1,500.00
<br />10.00 $ 1,310.00 $ 13,100.00
<br />95.41 $ 90.00 $ 8,586.90
<br />6.00 $ 40.00 $ 240.00
<br />10,651.00 $ 7.20 $ 76,687.20
<br />210.60 $ 32.00 $ 6,739.20
<br />120.00 $ 35.60 $ 4272.00
<br />37.00 $ 85.00 $ 3,145.00
<br />$ 125.00 $
<br />35.00 $ 25.00 $ 875.00
<br />$ 19.50 $
<br />$ 29.00 $ -
<br />1.00 $ 37,800.00 $ 37,800.00
<br />150.00 $ 21.75 $ 3,262.50
<br />30.00 $ 28.00 $ 840.00
<br />10.00 $ 35.00 $ 350.00
<br />- $ 50.00 $ -
<br />$ 14.44 $
<br />- $ 0.32 $
<br />- $ 0.15 $ -
<br />216.00 $ 9.87 $ 2,131.92
<br />1.00 $ 625.00 $ 625.00
<br />- $ 11.50 $
<br />1.00 $ 6,200.00 $ 6,200.00
<br />5.00 $ 250.00 $ 1,250.00
<br />5,615.00 $ 2.10 $ 11,791.50
<br />2.00 $ 80.00 $ 160.00
<br />12,762.00 $ 1.80 $ 22,971.60
<br />5,200.00 $ 1.05 $ 5,460.00
<br />1.6 - $ 790.00 $
<br />$ 1,173,615.73
<br />CY 13,155.0 13,155.00 $
<br />LF 4,169.0 4,169.00 $
<br />10.51 $ 138,259.05
<br />0.60 $ 2,501.40
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