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Run Date: 01/11/2011 14:15:12
<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 : 018
<br />Original Contract: $2,120,407.20
<br />Current Amount: $2,270,643.35
<br />Contract Award Date: 07/02/2009
<br />Completion Date: 10/20/2010
<br />Page 9
<br />Line
<br />Description
<br />Last Chng Or
<br />Unit Price
<br />Unit Measure
<br />Current Contract
<br />Quantity
<br />Amount
<br />Estimated Payment
<br />Quantity
<br />Amount
<br />Cumulative Totals
<br />Quantity
<br />Amount
<br />Complete
<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 />1.000
<br />$1,652.06
<br />1.000
<br />$1,652.06
<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 />1036
<br />COMPLETE DRIVEWAY @ 3484 STORE
<br />017
<br />$6,146.09
<br />LUMPSUM
<br />1.000
<br />$6,146.09
<br />0.000
<br />$0.00
<br />1.000
<br />$6,146.09
<br />100.00
<br />1037
<br />ADDITIONAL GRADING ON MISC DRI
<br />018
<br />$742.71
<br />LUMPSUM
<br />1.000
<br />$742.71
<br />0.000
<br />$0.00
<br />1.000
<br />$742.71
<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 />26,053.700
<br />$81,287.54
<br />97.00
<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 />4,803.400
<br />$17,052.07
<br />115.00
<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 />1052
<br />PCC PAVEMENT FOR MAILBOX PULL
<br />015
<br />$647.47
<br />LUMPSUM
<br />1.000
<br />$647.47
<br />0.000
<br />$0.00
<br />1.000
<br />$647.47
<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 />248.000
<br />$3,968.00
<br />95.00
<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 />273.000
<br />$4,149.60
<br />593.00
<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 />32.000
<br />$7,200.00
<br />100.00
<br />1090
<br />PVMT LINE, TYPE A -2
<br />$8.00
<br />SQFT
<br />201.000
<br />$1,608.00
<br />0.000
<br />$0.00
<br />255.000
<br />$2,040.00
<br />127.00
<br />1100
<br />BI- DIRECTIONAL YELLOW TYPE I M
<br />$5.50
<br />EACH
<br />35.000
<br />$192.50
<br />0.000
<br />$0.00
<br />32.000
<br />$176.00
<br />91.00
<br />1110
<br />THERMOPLASTIC, NON - PROFILE, 90
<br />$1,896.00
<br />LUMPSUM
<br />1.000
<br />$1,896.00
<br />0.000
<br />$0.00
<br />1.000
<br />$1,896.00
<br />100.00
<br />1120
<br />REMOVE AND REINSTALL GUARDRAIL
<br />$60.00
<br />FOOT
<br />50.000
<br />$3,000.00
<br />0.000
<br />$0.00
<br />90.000
<br />$5,400.00
<br />180.00
<br />
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