No. Item
<br />48 SUBGRADE PREPARATION - STREET
<br />49 GEOTEXTEE FABRIC, TYPE V
<br />50 SELECT GRANULAR BORROW (CV)
<br />51 AGGREGATE BASE, CLASS 5
<br />52 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS
<br />53 TYPE LV 3 NON WEARING COURSE MIXTURE (B)
<br />54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009
<br />55 BITUMINOUS MATERIAL FOR TACK COAT - 2009
<br />56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR
<br />COURSE -2009
<br />57 CONCRETE CURB AND GUTTER
<br />58 CURB REINFORCEMENT BARS, NO 4
<br />59 6" CONCRETE DRIVEWAY PAVEMENT
<br />60 TOPSOIL BORROW (LV)
<br />61 SODDING, LAWN TYPE
<br />62 TURF REINFORCEMENT MAT
<br />63 TRANSPLANT TREE - PINE
<br />64 TRANSPLANT TREE - DECIDUOUS
<br />65 SEGMENTAL RETAINING WALL
<br />66 CONSTRUCT RAIN GARDEN
<br />67 SEEDING, INCL MNDOT SEED MIX 270 AND EROSION CONTROL
<br />BLANKET, CATERGORY 3, BIODEGRADABLE NETTING
<br />68 DITCH EXCAVATION - 73RD STREET, NORTH OF EXISTING
<br />FLARED END SECTION
<br />69 CATCH BASIN PROTECTION
<br />70 STREET SWEEPER (PICKUP BROOM W /OPERATOR)
<br />TOTAL PART 2 - TYPE III & IV IMPROVEMENTS
<br />71
<br />72
<br />73
<br />74
<br />75
<br />76
<br />77
<br />78
<br />79
<br />80
<br />81
<br />82
<br />83
<br />84
<br />85
<br />86
<br />87
<br />88
<br />89
<br />90
<br />91
<br />92
<br />93
<br />94
<br />95
<br />96
<br />PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS
<br />REMOVE BITUMINOUS PAVEMENT
<br />Contract
<br />Unit
<br />Current
<br />Quantity
<br />Amount
<br />$10,09500
<br />Unit
<br />Quantity
<br />Price
<br />Quantity
<br />to Date
<br />to Date
<br />55,976 00
<br />SY
<br />10900
<br />001
<br />400
<br />4996
<br />$4996
<br />$1,152 00
<br />SY
<br />10900
<br />140
<br />1697
<br />9697
<br />$13,575
<br />80
<br />CY
<br />7000
<br />1200
<br />488
<br />4488
<br />$53,85600
<br />$000
<br />TN
<br />5150
<br />800
<br />1636
<br />8636
<br />$69,08800
<br />S000
<br />TN
<br />225
<br />77 00
<br />129 27
<br />28927
<br />$22,273
<br />79
<br />TN
<br />3975
<br />47 50
<br />110000
<br />3081
<br />$146,347
<br />50
<br />TN
<br />2850
<br />4800
<br />007
<br />312681
<br />$150,086
<br />88
<br />GAL
<br />1850
<br />1 75
<br />10000
<br />1650
<br />$2,887
<br />50
<br />LF
<br />6700
<br />170
<br />40000
<br />5229
<br />$8,88930
<br />$3,200 00
<br />LF
<br />2250
<br />1400
<br />3000
<br />$42,00000
<br />LF
<br />1120
<br />050
<br />50000
<br />540
<br />$27000
<br />$7,00000
<br />SY
<br />55
<br />4000
<br />32
<br />112
<br />$4,48000
<br />CY
<br />400
<br />1200
<br />80
<br />192
<br />$2,304
<br />00
<br />SY
<br />2300
<br />400
<br />970
<br />1770
<br />$7,08000
<br />SY
<br />50
<br />12 50
<br />40
<br />40
<br />$50000
<br />$3,600 00
<br />EA
<br />7
<br />15000
<br />$0
<br />00
<br />EA
<br />1
<br />15000
<br />30000
<br />1
<br />$15000
<br />$2,700 00
<br />SF
<br />1750
<br />1700
<br />300
<br />2344
<br />$0
<br />00
<br />SF
<br />8500
<br />3 75
<br />-522
<br />7478
<br />$28,042.50
<br />$396 00
<br />SY
<br />950
<br />190
<br />331
<br />831
<br />$1,57890
<br />$5,365 60
<br />LF
<br />50
<br />3300
<br />61
<br />61
<br />$2,013
<br />00
<br />EA
<br />18
<br />5000
<br />16000
<br />18
<br />$90000
<br />$1,28000
<br />HR
<br />35
<br />8000
<br />6
<br />26
<br />$2,08000
<br />WRAP
<br />LF
<br />300
<br />300
<br />39
<br />$922,322
<br />43
<br />PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />1975
<br />300
<br />1865
<br />3365
<br />$10,09500
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />750
<br />4 00
<br />1494
<br />55,976 00
<br />REMOVE BITUMINOUS DRIVEWAY
<br />SY
<br />150
<br />400
<br />59
<br />288
<br />$1,152 00
<br />REMOVE BITUMINOUS PATH
<br />SY
<br />20
<br />4 00
<br />98
<br />$39 20
<br />REMOVE STORM SEWER PIPE
<br />LF
<br />80
<br />800
<br />$000
<br />SALVAGE AND REINSTALL IRRIGATION LINES
<br />LF
<br />100
<br />300
<br />S000
<br />SALVAGE AND REINSTALL IRRIGATION HEADS
<br />EA
<br />5
<br />8000
<br />1
<br />1
<br />$8000
<br />BOLT REPLACEMENT - HYDRANT AND GATE VALVE
<br />EA
<br />9
<br />110000
<br />8
<br />$8,80000
<br />BOLT REPLACEMENT - GATE VALVE
<br />EA
<br />9
<br />SOO 00
<br />1
<br />10
<br />$5,000 00
<br />SALVAGE AND REINSTALL MAILBOX
<br />EA
<br />5
<br />10000
<br />$0.00
<br />ADJUST EXISTING VALVE BOX
<br />EA
<br />9
<br />40000
<br />8
<br />$3,200 00
<br />ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND
<br />RING CASTING
<br />EA
<br />13
<br />50000
<br />2
<br />14
<br />$7,00000
<br />ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND
<br />RING CASTING
<br />EA
<br />3
<br />30000
<br />2
<br />6
<br />$1,80000
<br />ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE
<br />FRAME AND RING CASTING
<br />EA
<br />6
<br />60000
<br />6
<br />$3,600 00
<br />GROUT EXISTING STRUCTURE, INCL DOGHOUSES, INVERTS,
<br />BENCHES
<br />EA
<br />5
<br />30000
<br />9
<br />9
<br />$2,700 00
<br />SAWING BITUMINOUS PAVEMENT
<br />LF
<br />1500
<br />300
<br />2344
<br />2720
<br />$8,16000
<br />MILL BITUMINOUS CONSTRUCTION JOINT
<br />LF
<br />185
<br />300
<br />132
<br />132
<br />$396 00
<br />EDGE MILL BITUMINOUS 6' WIDE
<br />LF
<br />7850
<br />080
<br />6707
<br />$5,365 60
<br />CLEAN EXISTING STORM PIPE
<br />LF
<br />200
<br />5 00
<br />136
<br />136
<br />$68000
<br />CONNECT DRAINTILE TO EXISTING STORM STRUCTURE
<br />EA
<br />14
<br />16000
<br />8
<br />$1,28000
<br />4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK
<br />WRAP
<br />LF
<br />300
<br />300
<br />39
<br />180
<br />$54000
<br />COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS
<br />CY
<br />5500
<br />0 01
<br />1156
<br />$11 56
<br />SUBGRADE EXCAVATION (EV)
<br />CY
<br />1200
<br />7 00
<br />281
<br />297 69
<br />$2,083 83
<br />GEOTEXTILE FABRIC, TYPE V
<br />SY
<br />1750
<br />1 40
<br />518
<br />1979
<br />52,770 60
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />350
<br />1800
<br />342
<br />901
<br />516,21800
<br />AGGREGATE BASE, CLASS 5
<br />TN
<br />950
<br />15 00
<br />44494
<br />978
<br />$14,67000
<br />61609170REOB As
<br />
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