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Run Date: 08/05/2011 16:36:29
<br />Contractor: BABB CONSTRUCTION
<br />Job #: 93- 004546
<br />Contract No: 2009 -00030
<br />PO #: 2010100033
<br />Assessable: Yes
<br />Page 8
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 024
<br />Original Contract: $2,120,407.20
<br />Current Amount: $2,291,550.34
<br />Contract Award Date: 07/02/2009
<br />Completion Date: 10/20/2010
<br />Current Contract
<br />Line Description Last Chng Ord Unit Price Unit Measure Quantity
<br />Estimated Payment Cumulative Totals
<br />Amount Quantity Amount Quantity
<br />%- Complete
<br />0910
<br />SLOPED OUTFALL PROTECTION
<br />$400.00
<br />EACH
<br />2.000
<br />$800.00
<br />0.000
<br />$0.00
<br />2.000
<br />$800.00
<br />100.00
<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 />29.000
<br />$13,050.00
<br />85.00
<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 />24.000
<br />$3,600.00
<br />133.00
<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 />0.000
<br />$0.00
<br />16,271.120
<br />$253,015.92
<br />210.00
<br />0950
<br />3/4" - 0 AGGREGATE BASE
<br />$26.60
<br />TON
<br />612.000
<br />$16,279.20
<br />0.000
<br />$0.00
<br />1,558.550
<br />$41,457.43
<br />255.00
<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 />0952
<br />PLACE ADDITIONAL SHOULDER ROCK
<br />019
<br />$1,049.11
<br />LUMPSUM
<br />1.000
<br />$1,049.11
<br />0.000
<br />$0.00
<br />1.000
<br />$1,049.11
<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 />5,544.400
<br />$63,483.38
<br />48.00
<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 />243.640
<br />$13,156.56
<br />123.00
<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 />5,751.400
<br />$304,824.20 M
<br />119.00
<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 />14,441.500
<br />$16,607.73
<br />85.00
<br />1000
<br />CONCRETE CURBS (E =0 ")
<br />$5.50
<br />FOOT
<br />11,066.000
<br />$60,863.00
<br />0.000
<br />$0.00
<br />9,597.200
<br />$52,784.60
<br />87.00
<br />1010
<br />CONCRETE CURBS (E =6 ")
<br />$8.07
<br />FOOT
<br />4,438.000
<br />$35,814.66
<br />0.000
<br />$0.00
<br />5,350.800
<br />$43,180.96
<br />121.00
<br />1011
<br />EXCAVATION MEDIAN LOCATIONS ON
<br />016
<br />$2,635.20
<br />LUMPSUM
<br />1.000
<br />$2,635.20
<br />0.000
<br />$0.00
<br />1.000
<br />$2,635.20
<br />100.00
<br />1012
<br />FORM & POUR MEDIANS ON CREST /S
<br />018
<br />$3,750.26
<br />LUMPSUM
<br />1.000
<br />$3,750.26
<br />0.000
<br />$0.00
<br />1.000
<br />$3,750.26
<br />100.00
<br />1013
<br />CONSTRUCT ADDITIONAL CURBS ON
<br />018
<br />$3,558.97
<br />LUMPSUM
<br />1.000
<br />$3,558.97
<br />0.000
<br />$0.00
<br />1.000
<br />$3,558.97
<br />100.00
<br />1014
<br />INSTALL 6" CURB NE CORNER CRES
<br />019
<br />$1,652.06
<br />LUMPSUM
<br />1.000
<br />$1,652.06
<br />0.000
<br />$0.00
<br />1.000
<br />$1,652.06
<br />100.00
<br />1015
<br />GRIND CURBS TO IMPROVE_DRAINAG
<br />021
<br />$6,252.05
<br />LUMPSUM
<br />1.000
<br />$6,252.05
<br />0.000
<br />$0.00
<br />1.000
<br />$6,252.05
<br />100.00
<br />1020
<br />VALLEY GUTTERS
<br />$30.96
<br />FOOT
<br />54.000
<br />$1,671.84
<br />0.000
<br />$0.00
<br />198.000
<br />$6,130.08
<br />367.00
<br />1030
<br />CONCRETE DRIVEWAYS
<br />$3.52
<br />SQFT
<br />3,947.000
<br />$13,893.44
<br />0.000
<br />$0.00
<br />7,745.600
<br />$27,264.51
<br />196.00
<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 />1033
<br />MODIFICATIONS TO DRIVEWAY(3438
<br />015
<br />$3,568.95
<br />LUMPSUM
<br />1.000
<br />$3,568.95
<br />0.000
<br />$0.00
<br />1.000
<br />$3,568.95
<br />100.00
<br />1034
<br />ADDITIONAL DRIVEWAY PREP WORK
<br />016
<br />$1,089.12
<br />LUMPSUM
<br />1.000
<br />$1,089.12
<br />0.000
<br />$0.00
<br />1.000
<br />$1,089.12
<br />100.00
<br />1035
<br />EXTEND PIPES @ STA 27 +00 CREST
<br />017
<br />$326.87
<br />LUMPSUM
<br />1.000
<br />$326.87
<br />0.000
<br />$0.00
<br />1.000
<br />$326.87
<br />100.00
<br />Amount
<br />
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