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ESTIMATE NO. 7 (FINAL) PERIOD ENDING: September 21, 2004
<br />LM STREET RECONSTRUCTION
<br />ITY OF LINO LAKES, MINNESOTA
<br />:OMISSION NO. 12390-03
<br />ITEM
<br />NO. DESCRIPTION
<br />CONTRACT
<br />UNIT QUANTITY
<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 RIPR.AP CLASS III
<br />81 CONCRETE CURB AND GUTTER DESIGN B618
<br />82 6" CONCRETE DRIVEWAY PAVEMENT
<br />83 8" CONCRETE DRIVEWAY PAVEMENT
<br />84 INSTALL MAIL BOX SUPPORT
<br />5 MAIL BOX SUPPORT
<br />SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL
<br />d7 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 UNE WHITE -POLY PREFORMED
<br />95 PVMT MARK. 4" DOUBLE SOUD LINE YELLOW -PAINT
<br />96 PVMT MARK. 4" SOUD 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. 7
<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 />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 />A 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 />3 ADD NATIVE PLANTINGS AND SEEDING (GRASSESIFORBS!
<br />WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK
<br />WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1
<br />ACRE)
<br />4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE
<br />DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREM° "'T
<br />MOBILIZATION - 5 3 -
<br />QUANTITY UNIT
<br />TO DATE PRICE
<br />32.00 $ 118.00
<br />128.00 $ 21.00
<br />989.00 $ 26.00
<br />1,811.00 $ 9.40
<br />60.00 $ 50.00
<br />32.00 $ 18.00
<br />1,201.00 $ 2.90
<br />14.00 $ 90.00
<br />34.00 $ 1,080.00
<br />6.00 $ 1,240.00
<br />9.00 $ 1,870.00
<br />1.00 $ 2,300.00
<br />1.00 $ 1,140.00
<br />3.00 $ 1,770.00
<br />5.00 $ 200.00
<br />2.00 $ 750.00
<br />10.00 $ 1,310.00
<br />95.41 $ 90.00
<br />6.00 $ 40.00
<br />10,651.00 $ 7.20
<br />210.60 $ 32.00
<br />120.00 $ 35.60
<br />37.00 $ 85.00
<br />$ 125.00
<br />35.00 $ 25.00
<br />$ 19.50
<br />$ 29.00
<br />1. $ ,8.
<br />150.00 00 37
<br />$ 2100.75 00
<br />30.00 $ 28.00
<br />10.00 $ 35.00
<br />6.00 $ 50.00
<br />132.00 $ 14.44
<br />4,428.00 $ 0.32
<br />9,194.00 $ 0.15
<br />270.00 $ 9.87
<br />1.00 $ 625.00
<br />$ 11.50
<br />1.00 $ 6,200.00
<br />5.00 $ 250.00
<br />5,615.00 $ 2.10
<br />2.00 $ 80.00
<br />15,000.00 $ 1.80
<br />5,730.00 $ 1.05
<br />AMOUNT
<br />TO DATE
<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 />76,68720
<br />6,739.20
<br />4,272.00
<br />3,145.00
<br />875.00
<br />IN
<br />37,800.00
<br />3,262.50
<br />840.00
<br />350.00
<br />300.00
<br />1,906.08
<br />1,416.96
<br />1,379.10
<br />2,664.90
<br />625.00
<br />6,200.00
<br />1,250.00
<br />11,791.50
<br />160.00
<br />27,000.00
<br />6,016.50
<br />1.6 1.23 $ 790.00 $ 971.70
<br />$ 1,184,707.45
<br />CY 13,155.0 13,155.00 $ 10.51 $ 138,259.05
<br />LF 4,169.0 4,169.00 $ 0.60 $ 2,501.40
<br />ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02
<br />LS 1.0 1.0 $ 1,800.00 $ 1,800.00
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