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Run Date: 12/29/2011 15:23:16
<br />Contractor: KNIFE RIVER
<br />.Job #: 93- 004681
<br />Contract No: 2012 -00002
<br />PO #: 2012100049
<br />Assessable: No
<br />Line Description Last Chng Ord
<br />Current Contract
<br />Unit Price Unit Measure Quantity
<br />Amount
<br />Page 4
<br />9 6 Complete
<br />0302
<br />i
<br />ADJ. LEVEL 3, 1/2" DENSE WMAC
<br />008
<br />$0.95
<br />TON
<br />4,505.720
<br />$4,280.43
<br />4,505.720
<br />$4,280.43
<br />4,505.720
<br />$4,280.43
<br />100.00
<br />0310
<br />j
<br />LEVEL 1, 1/2" DENSE WMAC
<br />$51.35
<br />TON
<br />2,000.000
<br />$102,700.00
<br />0.000
<br />$0.00
<br />2,201.400
<br />$113,041.89
<br />110.00
<br />0311
<br />ADJ. LEVEL 1, 1/2" DENSE WMAC
<br />008
<br />$1.19
<br />TON
<br />727.160
<br />$865.32
<br />727.160
<br />$865.32
<br />727.160
<br />$865.32
<br />100.00
<br />0312
<br />ADJ. LEVEL 1, 1/2" DENSE WMAC
<br />008
<br />$0.95
<br />TON
<br />1,474.240
<br />$1,400.53
<br />1,474.240
<br />$1,400.53
<br />1,474.240
<br />$1,400.53
<br />100.00
<br />0320
<br />ASPHALT CONCRETE PAVEMENT REPA
<br />005
<br />$84.00
<br />CUYD
<br />259.770
<br />$21,820.68
<br />0.000
<br />$0.00
<br />259.770
<br />$21,820.68
<br />100.00
<br />0321
<br />ADDITIONAL SAWCUTTING CENTER L
<br />006
<br />$243.00
<br />LUMPSUM
<br />1.000
<br />$243.00
<br />0.000
<br />$0.00
<br />1.000
<br />$243.00
<br />100.00
<br />0330
<br />CONCRETE PAVEMENT REPAIRS
<br />005
<br />$88.00
<br />CUYD
<br />34.330
<br />$3,021.04
<br />0.000
<br />$0.00
<br />34.330
<br />$3,021.04
<br />100.00
<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' M
<br />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 />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<br />1.000
<br />$1,455.23
<br />100.00
<br />0349
<br />OVEREXCAV S. SIDE @ OLIVE /WILL
<br />009
<br />$3,156.94
<br />LUMPSUM
<br />1.000
<br />$3,156.94
<br />1.000
<br />$3,156.94
<br />1.000
<br />$3,156.94
<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 M
<br />100.00
<br />0411
<br />EXCAVATE-CONC. CAP OVER PIPE S
<br />007
<br />$383.32
<br />LUMPSUM
<br />1.000
<br />$383.32
<br />0.000
<br />$0.00
<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 />0.000
<br />$0.00
<br />18.000
<br />$4,500.00
<br />113.00
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 006
<br />Original Contract: $1,049,104.90
<br />Current Amount: $1,312,433.84
<br />Contract Award Date: 07/20/2011
<br />Completion Date: 10/14/2011
<br />Estimated Payment
<br />Amount Quantity
<br />Cumulative Totals
<br />Amount Quantity
<br />
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