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PART 26- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CEN,"TERVILLE RD AREAS:
<br />65
<br />CLEAN EXISTING STORM PIPE
<br />LF
<br />Contract
<br />Unit Currant
<br />Quantitl
<br />Ko.
<br />Item
<br />Unit
<br />Quantity
<br />Price Quantity
<br />to Date
<br />58
<br />8" PVC SANITARY SEWER, SDR 26, 0' - 13' DEEP
<br />LF
<br />450
<br />38.00
<br />320
<br />59
<br />8 PVC SANITARY SEWER, SDR 26, 13' AND DEEPER
<br />LF
<br />350
<br />55.00
<br />258
<br />60
<br />RECONNECT 4" SANITARY SEWER SERVICE
<br />EA
<br />20
<br />150.00
<br />18
<br />61
<br />4" PVC, SCH. 40 SERVICE PIPE
<br />LF
<br />400
<br />35.00
<br />105
<br />62
<br />4" PVC, SCH. 80 RISER PIPE
<br />LF
<br />250
<br />25.00
<br />725
<br />63
<br />8 X 4" PVC WYE, SDR 26
<br />EA
<br />20
<br />150.00
<br />9
<br />64
<br />IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
<br />CY
<br />114
<br />70.00
<br />120.7
<br />74
<br />SANITARY SEWER
<br />LF
<br />1500
<br />4.00
<br />748
<br />75
<br />TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS;
<br />60
<br />PART 26- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CEN,"TERVILLE RD AREAS:
<br />65
<br />CLEAN EXISTING STORM PIPE
<br />LF
<br />400
<br />5.00
<br />114 114
<br />66
<br />CONNECT TO EXISTING RCP STORM SEWER
<br />EA
<br />2
<br />600.00
<br />2
<br />67
<br />12" RCP FLARED END SECTION, INCL. TRASH GUARD
<br />EA
<br />1
<br />700.00
<br />1
<br />68
<br />18" RCP FLARED END SECTION, INCL. TRASH GUARD
<br />EA
<br />4
<br />700.00
<br />4
<br />69
<br />12" RCP STORM SEWER, CLASS 5
<br />LF
<br />466
<br />25.00
<br />457
<br />70
<br />15" RCP STORM SEWER, CLASS 5
<br />LF
<br />279
<br />28.00
<br />268
<br />71
<br />18" RCP STORM SEWER, CLASS 5
<br />LF
<br />762
<br />30.00
<br />725
<br />72
<br />21" RCP STORM SEWER, CLASS 4
<br />LF
<br />32
<br />32.00
<br />32
<br />73
<br />CLASS III RANDOM RIPRAP
<br />CY
<br />114
<br />70.00
<br />120.7
<br />74
<br />2' X 3' CB, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS
<br />EA
<br />8
<br />1500.00
<br />7
<br />75
<br />4' DIA STORM SEWER CBMH, INCL. R- 3067 -V CSTG AND
<br />60
<br />32.00
<br />8
<br />MILL BITUMINOUS CONSTRUCTION JOINT
<br />LF
<br />CONC ADJ RINGS
<br />EA
<br />14
<br />1700.00
<br />14
<br />76
<br />4' DIA STORM SEWER MH, INCL. R- 1642 -B CSTG AND
<br />SODDING, LAWN TYPE
<br />SY
<br />13450
<br />2.65
<br />CONC ADJ RINGS
<br />EA
<br />1
<br />1700.00
<br />1
<br />77
<br />T DIA STORM MH, INCL R- 1642 -B CSTG AND CONC ADJ
<br />SF
<br />1750
<br />16.00
<br />RINGS
<br />EA
<br />1
<br />1700.00
<br />1
<br />78
<br />2'X 3' CB WITH T SUMP, INCL. R- 3067 -V CSTG AND
<br />CONC ADJ RINGS
<br />EA
<br />1
<br />1800.00
<br />1
<br />79
<br />4' DIA CBMH WITH 2' SUMP, INCL. R- 3067 -V CSTG AND
<br />CONC ADJ RINGS
<br />EA
<br />1
<br />2300.00
<br />1
<br />80
<br />WOOD WEIR
<br />EA
<br />2
<br />1600.00
<br />2
<br />81
<br />4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
<br />SOCK WRAP
<br />LF
<br />10050
<br />2.00
<br />8073
<br />82
<br />IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
<br />STORM SEWER
<br />LF
<br />400
<br />5.00
<br />154
<br />83
<br />COMMON EXCAVATION (EV)
<br />CY
<br />12500
<br />8.00
<br />15052
<br />84
<br />SUBGRADE EXCAVATION (EV)
<br />CY
<br />5750
<br />1.00
<br />355
<br />85
<br />SUBGRADE PREPARATION - STREET
<br />SY
<br />16500
<br />0.01
<br />15885
<br />86
<br />GEOTEX17LE FABRIC, TYPE V
<br />SY
<br />16500
<br />1.30
<br />15350
<br />87
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />9750
<br />14.00
<br />8831
<br />88
<br />AGGREGATE BASE, CLASS 5
<br />TN
<br />8100
<br />8.00
<br />7364
<br />89
<br />AGGREGATE BASE, CLASS 5 - SIDEWALKS AND
<br />90
<br />91
<br />92
<br />93
<br />94
<br />95
<br />96
<br />97
<br />98
<br />99
<br />100
<br />101
<br />102
<br />103
<br />104
<br />105
<br />106
<br />107
<br />108
<br />109
<br />DRIVEWAYS
<br />TN
<br />1000
<br />13.00
<br />1137
<br />TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS
<br />TN
<br />375
<br />92.00
<br />18.05 238.77
<br />TYPE LV 3 NON WEARING COURSE MIXTURE (B)
<br />TN
<br />1625
<br />55.15
<br />1465.17
<br />TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010
<br />TN
<br />1125
<br />61.70
<br />1225.77 1225.77
<br />BITUMINOUS MATERIAL FOR TACK COAT - 2010
<br />GAL
<br />825
<br />2.35
<br />640 890
<br />SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS
<br />WEAR COURSE -2010
<br />LF
<br />3750
<br />1.65
<br />3260
<br />B618 CONCRETE CURB AND GUTTER
<br />LF
<br />7800
<br />8.84
<br />SURMOUNTABLE CONCRETE CURB AND GUTTER
<br />LF
<br />220
<br />9.83
<br />SURMOUNTABLE CONCRETE CURB AND GUTTER - HAND
<br />WORK
<br />LF
<br />100
<br />15.30
<br />CURB REINFORCEMENT BARS, NO.4
<br />LF
<br />100
<br />0.93
<br />INSTALL STEEL PLATE COVERS - BOX CULVERTS ON
<br />PELTIER LAKE DRIVE
<br />EA
<br />2
<br />2000.00
<br />CONCRETE FLUME
<br />SF
<br />100
<br />5.40
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />SY
<br />800
<br />44.00
<br />32
<br />6" CONCRETE PEDESTRIAN RAMP
<br />SY
<br />50
<br />43.00
<br />7.5
<br />4" CONCRETE SIDEWALK
<br />SY
<br />1050
<br />25.00
<br />TRUNCATED DOME PANEL
<br />SF
<br />60
<br />32.00
<br />8
<br />MILL BITUMINOUS CONSTRUCTION JOINT
<br />LF
<br />200
<br />4.50
<br />144
<br />TOPSOIL BORROW (LV)
<br />CY
<br />2150
<br />2.00
<br />SODDING, LAWN TYPE
<br />SY
<br />13450
<br />2.65
<br />TURF REINFORCEMENT MAT
<br />SY
<br />50
<br />9.50
<br />SEGMENTAL RETAINING WALL
<br />SF
<br />1750
<br />16.00
<br />3260
<br />8970
<br />446
<br />61
<br />333
<br />2
<br />41
<br />1297
<br />54
<br />933
<br />56
<br />144
<br />992
<br />8757
<br />32
<br />458
<br />Amount
<br />to Date
<br />$12,160.00
<br />$14,190.00
<br />$2,700.00
<br />$3,675.00
<br />$0.00
<br />$1,350.00
<br />$2,992.00
<br />$344,184.11
<br />$570.00
<br />$1,200.00
<br />$700.00
<br />$2,800.00
<br />$11,425.00
<br />$7,504.00
<br />$21,750.00
<br />X1,04 nn
<br />$8,449.00
<br />$10,500.00
<br />$23,800.00
<br />$1,700.00
<br />$1,700.00
<br />$1,800.00
<br />$2,300.00
<br />$3,200.00
<br />$16,146.00
<br />$770.00
<br />$120,416.00
<br />$355.00
<br />$158.85
<br />$19,955.00
<br />$123,634.00
<br />$58,912.00
<br />$14,781.00
<br />$21,966.84
<br />$80,804.13
<br />$75,630.01
<br />$2,091.50
<br />$5,379.00
<br />$79,294.80
<br />$4,384.18
<br />$933.30
<br />$309.69
<br />$4,000.00
<br />$221.40
<br />$57,068.00
<br />$2,322.00
<br />$23,325.00
<br />$1,792.00
<br />$648.00
<br />$1,984.00
<br />$23,206.05
<br />$304.00
<br />$7,328.00
<br />61609169RE010.xlsm 15
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