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Run Date: 09/13/2010 09:20:14
<br />Contractor: BABB CONSTRUCTION
<br />Job #: 93- 004546
<br />Contract No: 2009 -00030
<br />PO #: 2010100033
<br />Assessable: Yes
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 014
<br />Original Contract: $2,120,407.20
<br />Current Amount: $2,215,952.90
<br />Contract Award Date: 07/02/2009
<br />Completion Date: 10/20/2010
<br />Page 8
<br />Current Contract
<br />Estimated Payment
<br />Cumulative Totals
<br />Complete
<br />Line
<br />Description
<br />Last Chng Ord
<br />Unit Price
<br />Unit Measure
<br />Quantity
<br />Amount
<br />Quantity
<br />Amount
<br />Quantity
<br />Amount
<br />0910
<br />SLOPED OUTFALL PROTECTION
<br />$400.00
<br />EACH
<br />2.000
<br />$800.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0920
<br />MINOR ADJUSTMENT OF MANHOLES
<br />$450.00
<br />EACH
<br />34.000
<br />$15,300.00
<br />0.000
<br />$0.00
<br />1.000
<br />$450.00
<br />3.00
<br />0930
<br />ADJUSTMENT OF WATER VALVES
<br />$150.00
<br />EACH
<br />18.000
<br />$2,700.00
<br />0.000
<br />$0.00
<br />8.000
<br />$1,200.00
<br />44.00
<br />0931
<br />POUR CONC CAP OVER 6" CI WATER
<br />013
<br />$891.21
<br />LUMPSUM
<br />1.000
<br />$891.21
<br />0.000
<br />$0.00
<br />1.000
<br />$891.21
<br />100.00
<br />0940
<br />1 -1/2" - 0 AGGREGATE BASE
<br />$15.55
<br />TON
<br />7,744.000
<br />$120,419.20
<br />5,806.670
<br />$90,293.72
<br />15,474.930
<br />$240,635.16
<br />200.00
<br />0950
<br />3/4" - 0 AGGREGATE BASE
<br />$26.60
<br />TON
<br />612.000
<br />$16,279.20
<br />316.570
<br />$8,420.76
<br />1,003.060
<br />$26,681.40
<br />164.00
<br />0951
<br />PLACE 5 - 7 " OPEN GRADED ROCK IN
<br />009
<br />$390.53
<br />LUMPSUM
<br />1.000
<br />$390.53
<br />0.000
<br />$0.00
<br />1.000
<br />$390.53
<br />100.00
<br />0960
<br />8 THICK CEMENT TREATED BASE
<br />$11.45
<br />SQYD
<br />11,485.000
<br />$131,503.25
<br />0.000
<br />$0.00
<br />4,274.400
<br />$48,941.88
<br />37.00
<br />0970
<br />LEVEL 2 , 1/2" DENSE HMAC
<br />$54.00
<br />TON
<br />198.000
<br />$10,692.00
<br />0.000
<br />$0.00
<br />151.930
<br />$8,204.22
<br />77.00
<br />0980
<br />LEVEL 3, 1/2" DENSE HMAC
<br />$53.00
<br />TON
<br />4,835.000
<br />$256,255.00
<br />0.000
<br />$0.00
<br />3,132.890
<br />$166,043.17 M
<br />65.00
<br />0990
<br />EXTRA FOR ASPHALT APPROACHES
<br />$1.15
<br />SQFT
<br />17,019.000
<br />$19,571.85
<br />0.000
<br />$0.00
<br />8,478.300
<br />$9,750.05
<br />50.00
<br />1000
<br />CONCRETE CURBS (E =011)
<br />$5.50
<br />FOOT
<br />11,066.000
<br />$60,863.00
<br />3,883.300
<br />$21,358.15
<br />9,502.900
<br />$52,265.95
<br />86.00
<br />1010
<br />CONCRETE CURBS (E =6 11 )
<br />$8.07
<br />FOOT
<br />4,438.000
<br />$35,814.66
<br />2,099.000
<br />$16,938.93
<br />4,832.200
<br />$38,995.85
<br />109.00
<br />1020
<br />VALLEY GUTTERS
<br />$30.96
<br />FOOT
<br />54.000
<br />$1,671.84
<br />0.000
<br />$0.00
<br />144.000
<br />$4,458.24
<br />267.00
<br />1030
<br />CONCRETE DRIVEWAYS
<br />$3.52
<br />SQFT
<br />3,947.000
<br />$13,893.44
<br />209.300
<br />$736.74
<br />6,097.500
<br />$21,463.20
<br />154.00
<br />1031
<br />REM AC & RE -EXCAV DRIVEWAY @ 3
<br />013
<br />$442.08
<br />LUMPSUM
<br />1.000
<br />$442.08
<br />0.000
<br />$0.00
<br />1.000
<br />$442.08
<br />100.00
<br />1032
<br />REM /REPL CURB & DRIVEWAY WING
<br />013
<br />$398.83
<br />LUMPSUM
<br />1.000
<br />$398.83
<br />0.000
<br />$0.00
<br />1.000
<br />$398.83
<br />100.00
<br />1040
<br />CONCRETE WALKS, 4 THICK
<br />$3.12
<br />SQFT
<br />26,808.000
<br />$83,640.96
<br />0.000
<br />$0.00
<br />14,361.000
<br />$44,806.32
<br />54.00
<br />1050
<br />CONCRETE WALK, 5 THICK
<br />$3.55
<br />SQFT
<br />4,163.000
<br />$14,778.65
<br />0.000
<br />$0.00
<br />3,337.000
<br />$11,846.35
<br />80.00
<br />1051
<br />PLACE PCC ADJ TO VALLEY GUTTER
<br />013
<br />$1,704.89
<br />LUMPSUM
<br />1.000
<br />$1,704.89
<br />0.000
<br />$0.00
<br />1.000
<br />$1,704.89
<br />100.00
<br />1060
<br />ADA TEXTURING
<br />$16.00
<br />SQFT
<br />262.000
<br />$4,192.00
<br />0.000
<br />$0.00
<br />100.000
<br />$1,600.00
<br />38.00
<br />1070
<br />PAINT MEDIAN /TRAFFIC CIRCLE CU
<br />$15.20
<br />FOOT
<br />46.000
<br />$699.20
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />1080
<br />PVMT LEGEND, TYPE A -2: SPEED T
<br />$225.00
<br />EACH
<br />32.000
<br />$7,200.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />1090
<br />PVMT LINE, TYPE A -2
<br />$8.00
<br />SQFT
<br />201.000
<br />$1,608.00
<br />160.000
<br />$1,280.00
<br />160.000
<br />$1,280.00
<br />80.00
<br />
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