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ESTIMATE NO. 5 PERIOD ENDING: December 1, 2003
<br />STREET RECONSTRUCTION
<br />OF LINO LAKES, MINNESOTA
<br />MMISSION NO. 12390-03
<br />ITEM
<br />NO. DESCRIPTION
<br />60 16" GATE VALVE & BOX
<br />61 1" CURB STOP & BOX
<br />62 1" CORPORATION STOP
<br />63 6" WATERMAIN DUCTILE IRON CL 52
<br />64 8" WATERMAIN DUCTILE IRON CL 52
<br />65 1" TYPE K COPPER PIPE
<br />66 16" WATERMAIN DUCTILE IRON CL52
<br />67 INSULATION (4' THICKNESS)
<br />68 DUCTILE IRON FITTINGS
<br />69 CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH)
<br />70 CONSTRUCT CATCH BASIN -TYPE 402
<br />71 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />72 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />73 CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406
<br />74 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409
<br />75 CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409
<br />76 ADJUST EXISTING FRAME AND RING CASTING
<br />77 RECONSTRUCT EXISTING MANHOLE
<br />78 CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301)
<br />79 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH)
<br />80 RANDOM RIPRAP CLASS III
<br />81 CONCRETE CURB AND GUTTER DESIGN B618
<br />82 6" CONCRETE DRIVEWAY PAVEMENT
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />glir 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 508 OR 60B, FERTILIZER, MULCH & DISC
<br />ANCHORING)*
<br />SUBTOTAL ESTIMATE NO. 5
<br />CONTRACT QUANTITY UNIT
<br />UNIT QUANTITY TO DATE PRICE
<br />EA 2.0 2.00 $ 4,000.00 $
<br />EA 31.0 32.00 $ 165.00 $
<br />EA 31.0 32.00 $ 118.00 $
<br />LF 91.0 128.00 $ 21.00 $
<br />LF 1,261.0 989.00 $ 26.00 $
<br />LF 1,700.0 1,811.00 $ 9.40 $
<br />LF 76.0 60.00 $ 50.00 $
<br />SY 165.0 32.00 $ 18.00 $
<br />LB 1,596.0 1,201.00 $ 2.90 $
<br />LF 14.0 14.00 $ 90.00 $
<br />EA 34.0 34.00 $ 1,080.00 $
<br />EA 6.0 6.00 $ 1,240.00 $
<br />EA 8.0 9.00 $ 1,870.00 $
<br />EA 1.0 1.00 $ 2,300.00 $
<br />EA 1.0 1.00 $ 1,140.00 $
<br />EA 3.0 3.00 $ 1,770.00 $
<br />EA 8.0 5.00 $ 200.00 $
<br />EA 2.0 2.00 $ 750.00 $
<br />EA 11.0 10.00 $ 1,310.00 $
<br />LF 101.0 95.41 $ 90.00 $
<br />CY 22.0 6.00 $ 40.00 $
<br />LF 10,540.0 10,651.00 $ 7.20 $
<br />SY 155.0 210.60 $ 32.00 $
<br />SY278.0 120.00 $ 35.60 $
<br />EA 37.0 37.00 $ 85.00 $
<br />EA 5.0 - $ 125.00 $
<br />LF 35.0 35.00 $ 25.00 $
<br />LF 112.0 - $ 19.50 $
<br />LF 50.0 - $ 29.00 $
<br />LS 1.0 1.00 $ 37,800.00 $
<br />SF 313.0 150.00 $ 21.75 $
<br />SF 59.0 30.00 $ 28.00 $
<br />EA ' 20.0 10.00 $ 35.00 $
<br />EA 6.0 - $ 50.00 $
<br />LF 143.0 - $ 14.44 $
<br />LF 4,520.0 - $ 0.32 $
<br />LF 9,480.0 - $ 0.15 $
<br />SF 216.0 216.00 $ 9.87 $
<br />EA 1.0 1.00 $ 625.00 $
<br />LF 30.0 - $ 11.50 $
<br />SYS 1.0 1.00 $ 6,200.00 $
<br />TREE 79.0 5.00 $ 250.00 $
<br />LF 6,866.0 5,615.00 $ 2.10 $
<br />EA 49.0 2.00 $ 80.00 $
<br />SY 15,000.0 12,762.00 $ 1.80 $
<br />SY 6,660.0 5,200.00 $ 1.05 $
<br />ACRE 1.6 - $ 790.00 $
<br />CHANGE ORDER NO. 1
<br />1 ADJUSTMENT OF COMMON PXCAVATION UNIT PRICE TO REFLECT
<br />A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL
<br />411 MATERIAL.
<br />ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO
<br />FACILITATE LATE SEASON CONSTRUCTION. ADD B618 CONCRETE
<br />C&G
<br />CY 13,155.0 13,155.00 $
<br />LF 4,169.0 4,169.00 $
<br />* MMIMI"A-r�c. "LI Aklnnc uAnc Iki A1'r'r DnAAIra tAIITI-I ('1-1 .M(:F ruRr1FR NO 1
<br />AMOUNT
<br />TO DATE
<br />8,000.00
<br />5,280.00
<br />3,776.00
<br />2,688.00
<br />25,714.00
<br />17,023.40
<br />3,000.00
<br />576.00
<br />3,482.90
<br />1,260.00
<br />36,720.00
<br />7,440.00
<br />16,830.00
<br />2,300.00
<br />1,140.00
<br />5,310.00
<br />1,000.00
<br />1,500.00
<br />13,100.00
<br />8,586.90
<br />240.00
<br />76,687.20
<br />6,739.20
<br />4,272.00
<br />3,145.00
<br />875.00
<br />37,800.00
<br />3,262.50
<br />840.00
<br />350.00
<br />2,131.92
<br />625.00
<br />6,200.00
<br />1,250.00
<br />11,791.50
<br />160.00
<br />22,971.60
<br />5,460.00
<br />$ 1,173,615.73
<br />10.51 $ 138,259.05
<br />0.60 $ 2,501.40
<br />Paae 2
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