|
Run Date: 11/10/2010 11:20:36
<br />Contractor: BABB CONSTRUCTION
<br />Job #: 93- 004546
<br />Contract No: 2009 -00030
<br />PO #: 2010100033
<br />Assessable: Yes
<br />Line Description
<br />Estimated Payment Cumulative Totals
<br />Amount Quantity Amount Quantity Amount
<br />Page 9
<br />% Complete
<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 />0.000
<br />$0.00
<br />0.00
<br />1034
<br />ADDITIONAL DRIVEWAY PREP WORK
<br />016
<br />$1,089.12
<br />LUMPSUM
<br />1.000
<br />$1,089.12
<br />1.000
<br />$1,089.12
<br />1.000
<br />$1,089.12
<br />100.00
<br />1035
<br />EXTEND PIPES Q STA 27 +00 CREST
<br />017
<br />$326.87
<br />LUMPSUM
<br />1.000
<br />$326.87
<br />1.000
<br />$326.87
<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 />1.000
<br />$6,146.09
<br />1.000
<br />$6,146.09
<br />100.00
<br />1040
<br />CONCRETE WALKS, 4" THICK
<br />$3.12
<br />SQFT
<br />26,808.000
<br />$83,640.96
<br />8,660.700
<br />$27,021.38
<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 />1,202.400
<br />$4,268.52
<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 />0.000
<br />$0.00
<br />0.00
<br />1060
<br />ADA TEXTURING
<br />$16.00
<br />SQFT
<br />262.000
<br />$4,192.00
<br />148.000
<br />$2,368.00.
<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 />273.000
<br />$4,149.60
<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 />16.000
<br />$3,600.00
<br />16.000
<br />$3,600.00
<br />50.00
<br />1090
<br />PVMT LINE, TYPE A -2
<br />$8.00
<br />SQFT
<br />201.000
<br />$1,608.00
<br />49.000
<br />$392.00
<br />209.000
<br />$1,672.00
<br />104.00
<br />1100
<br />BI- DIRECTIONAL YELLOW TYPE I M
<br />$5.50
<br />EACH
<br />35.000
<br />$192.50
<br />30.000
<br />$165.00
<br />30.000
<br />$165.00
<br />86.00
<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 />0.660
<br />$1,251.36
<br />66.00
<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 />0.000
<br />$0.00
<br />0.00
<br />1130
<br />REMOVE AND REINSTALL EXISTING
<br />$7,125.00
<br />LUMPSUM
<br />1.000
<br />$7,125.00
<br />0.900
<br />$6,412.50
<br />0.900
<br />$6,412.50
<br />90.00
<br />1140
<br />SIGNS IN PLACE
<br />$3,150.00
<br />LUMPSUM
<br />1.000
<br />$3,150.00
<br />0.900
<br />$2,835.00
<br />0.900
<br />$2,835.00
<br />90.00
<br />1150
<br />SPEED TABLES /RAISED CROSSING
<br />$5.10
<br />SQFT
<br />7,087.000
<br />$36,143.70
<br />3,135.600
<br />$15,991.56
<br />7,229.100
<br />$36,868.41
<br />102.00
<br />1160
<br />ILLUMINATION
<br />$2,000.00
<br />LUMPSUM
<br />1.000
<br />$2,000.00
<br />0.200
<br />$400.00
<br />1.000
<br />$2,000.00
<br />100.00
<br />1170
<br />IRRIGATION SYSTEM
<br />$500.00
<br />LUMPSUM
<br />1.000
<br />$500.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />1180
<br />TOPSOIL
<br />$20.00
<br />TON
<br />1,500.000
<br />$30,000.00
<br />604.470
<br />$12,089.40
<br />1,188.190
<br />$23,763.80
<br />79.00
<br />1190
<br />MEDIANS - SOIL PREPARATION
<br />$0.08
<br />SQFT
<br />645.000
<br />$51.60
<br />645.000
<br />$51.60
<br />645.000
<br />$51.60
<br />100.00
<br />1200
<br />MEDIANS - TREES
<br />$195.50
<br />EACH
<br />6.000
<br />$1,173.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0:00
<br />0.00
<br />1210
<br />MEDIANS - SHRUBS (30
<br />$30.00
<br />EACH
<br />6.000
<br />$180.00
<br />6.000
<br />$180.00
<br />6.000
<br />$180.00
<br />100.00
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 016
<br />Original Contract: $2,120,407.20
<br />Current Amount: $2,236,990.29
<br />Contract Award Date: 07/02/2009
<br />Completion Date: 10/20/2010
<br />Current Contract
<br />Last Chng Ord Unit Price Unit Measure Quantity
<br />
|