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Run Date: 12/08/2011 12:19:38
<br />Contractor: KNIFE RIVER
<br />Job #: 93- 004681
<br />Contract No: 2012 -00002
<br />PO #: 2012100049
<br />Assessable: No
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 005
<br />Original Contract: $1,049,104.90
<br />Current Amount: $1,292,240.10
<br />Contract Award Date: 07/20/2011
<br />Completion Date: 10/14/2011
<br />Page 4
<br />Line
<br />Description
<br />Last Chng Ord
<br />Unit Price
<br />Unit Measure
<br />Current Contract
<br />Quantity
<br />Amount
<br />Estimated Payment
<br />Quantity
<br />Amount
<br />Cumulative
<br />Quantity
<br />Totals
<br />Amount
<br />% Complete
<br />0340
<br />GENERAL EXCAVATION
<br />001
<br />$13.00
<br />CUYD
<br />10,430.690
<br />$135,598.97
<br />0.000
<br />$0.00
<br />10,430.690
<br />$135,598.97
<br />M 100.00
<br />0341
<br />OAK /18TH EXPLORATORY EXCAV (UT
<br />002
<br />$301.50
<br />LUMPSUM
<br />1.000
<br />$301.50
<br />0.000
<br />$0.00
<br />1.000
<br />$301.50
<br />100.00
<br />0342
<br />ADDITIONAL SAWCUTTING AS DIREC
<br />002
<br />$29.05
<br />LUMPSUM
<br />1.000
<br />$29.05
<br />0.000
<br />$0.00
<br />1.000
<br />$29.05
<br />100.00
<br />0343
<br />OVER - EXCAVATE S. SIDE 11 +89 TO
<br />003
<br />$5,202.49
<br />LUMPSUM
<br />1.000
<br />$5,202.49
<br />1.000
<br />$5,202.49
<br />1.000
<br />$5,202.49
<br />100.00
<br />0344
<br />REM EXTRA THICK ASPHALT WILLAM
<br />003
<br />$215.50
<br />LUMPSUM
<br />1.000
<br />$215.50
<br />1.000
<br />$215.50
<br />1.000
<br />$215.50
<br />100.00
<br />0345
<br />STANDBY TIME FOR INSPECTION -UN
<br />003
<br />$138.66
<br />LUMPSUM
<br />1.000
<br />$138.66
<br />1.000
<br />$138.66
<br />1.000
<br />$138.66
<br />100.00
<br />0346
<br />UTILITY ISSUES /SUBGRADE ISSUES
<br />003
<br />$2,057.81
<br />LUMPSUM
<br />1.000
<br />$2,057.81
<br />1.000
<br />$2,057.81
<br />1.000
<br />$2,057.81.
<br />100.00
<br />0347
<br />OVER EXCAVATE & CONSTRUCT CTB
<br />003
<br />$6,059.94
<br />LUMPSUM
<br />1.000
<br />$6,059.94
<br />1.000
<br />$6,059.94
<br />1.000
<br />$6,059.94
<br />100.00
<br />0348
<br />REM CONC. AREAS /CONST. FU LL -D
<br />004
<br />$1,455.23
<br />LUMPSUM
<br />1.000
<br />$1,455.23
<br />1.000
<br />$1,455.23
<br />1.000
<br />$1,455.23
<br />100.00
<br />0350
<br />PAVEMENT REMOVAL
<br />005
<br />$4.00
<br />SQFT
<br />1,198.740
<br />$4,794.96
<br />0.000
<br />$0.00
<br />1,198.740
<br />$4,794.96
<br />100.00
<br />0360
<br />ROOT ZONE EXCAVATION
<br />005
<br />$2.00
<br />SQFT
<br />1,374.940
<br />$2,749.88
<br />0.000
<br />$0.00
<br />1,374.940
<br />$2,749.88
<br />100.00
<br />0370
<br />ROOT ZONE EXCAVATION REMOVAL C
<br />$9.00
<br />FT
<br />101.000
<br />$909.00
<br />0.000
<br />$0.00
<br />73.400
<br />$660.60
<br />73.00
<br />0380
<br />ROOT ZONE EXCAVATION REMOVAL G
<br />$8.00
<br />FT
<br />95.000
<br />$760.00
<br />0.000
<br />$0.00
<br />10.900
<br />$87.20
<br />11.00
<br />0390
<br />SUBGRADE GEOTEXTILE
<br />$0.75
<br />SQYD
<br />13,400.000
<br />$10,050.00
<br />0.000
<br />$0.00
<br />12,678.590
<br />$9,508.94
<br />95.00
<br />0400
<br />GEOGRID
<br />$5.50
<br />SQYD
<br />13,400.000
<br />$73,700.00
<br />0.000
<br />$0.00
<br />12,598.190
<br />$69,290.05
<br />94 ..00
<br />0410
<br />AGGREGATE BASE, 8 IN. THICK
<br />001
<br />$7.00
<br />SQYD
<br />31,725.570
<br />$222,078.99
<br />0.000
<br />$0.00
<br />31,725.570
<br />$222,078.99
<br />M 100.00
<br />0411
<br />EXCAVATE.CONC. CAP PIPE S
<br />007
<br />$383.32
<br />LUMPSUM
<br />1.000
<br />$383.32
<br />1:000
<br />$383.32
<br />1.000
<br />$383.32
<br />100.00
<br />0420
<br />PVMT LEGEND, TYPE B: ARROWS
<br />$250.00
<br />EACH
<br />16.000
<br />$4,000.00
<br />6.000
<br />$1,500.00
<br />18.000
<br />$4,500.00
<br />113.00
<br />0430
<br />PVMT LEGEND, TYPE B: BICYCLE L
<br />$260.00
<br />EACH
<br />7.000
<br />$1,820.00
<br />1.000
<br />$260.00
<br />7.000
<br />$1,820.00
<br />100.00
<br />0440
<br />PVMT BAR, TYPE B
<br />$8.00
<br />SQFT
<br />1,886.000
<br />$15,088.00
<br />489.000
<br />$3,912.00
<br />2,003.000
<br />$16,024.00
<br />106.00
<br />0450
<br />THERMOPLASTIC, NON - PROFILE, 90
<br />$21,000.00
<br />LUMPSUM
<br />1.000
<br />$21,000.00
<br />0.050
<br />$1,050.00
<br />1.000
<br />$21,000.00
<br />100.00
<br />0460
<br />MONO- DIRECTIONAL CRYSTAL TYPE
<br />$5.00
<br />EACH
<br />39.000
<br />$195.00
<br />38.000
<br />$190.00
<br />38.000
<br />$190.00
<br />97.00
<br />0470
<br />BI- DIRECTIONAL YELLOW TYPE I M
<br />$5.00
<br />EACH
<br />257.000
<br />$1,285.00
<br />215.000
<br />$1,075.00
<br />215.000
<br />$1,075.00
<br />84.00
<br />0480
<br />TEMPORARY STRIPING
<br />$6,100.00
<br />LUMPSUM
<br />1.000
<br />$6,100.00
<br />0.000
<br />$0.00
<br />0.950
<br />$5,795.00
<br />95.00
<br />0481
<br />INSTALL BIKE LANE TEMPORARY PA
<br />007
<br />$618.48
<br />LUMPSUM
<br />1.000
<br />$618.48
<br />1.000
<br />$618.48
<br />1.000
<br />$618.48
<br />100.00
<br />0490
<br />REMOVE STRIPING (4 LINE)
<br />006
<br />$1.00
<br />FOOT
<br />7,199.000
<br />$7,199.00
<br />0.000
<br />$0.00
<br />7,199.000
<br />$7,199.00
<br />100.00
<br />
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