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Run Date: 06/07/2011 10:22:35
<br />Page 3
<br />City of Eugene
<br />Contract
<br />Preliminary Progress
<br />Payment
<br />Payment No : 022
<br />Contractor: BABB CONSTRUCTION
<br />Original Contract:
<br />$2,120,407.20
<br />Job #: 93- 004546
<br />Current.Amount:
<br />$2,291,550.34
<br />Contract No: 2009 -00030
<br />Contract Award Date:
<br />07/02/2009
<br />PO #: 2010100033
<br />Completion Date:
<br />10/20/2010
<br />Assessable: Yes
<br />Current Contract
<br />Estimated Payment
<br />Cumulative
<br />Totals
<br />Complete
<br />Line
<br />Description
<br />Last Chng Or
<br />Unit Price
<br />Unit Measure
<br />Quantity
<br />Amount
<br />Quantity
<br />Amount
<br />Quantity
<br />Amount
<br />0200
<br />DITCH INLETS, TYPE D
<br />$927.35
<br />EACH
<br />13.000
<br />$12,055.55
<br />0.000
<br />$0.00
<br />11.000
<br />$10,200.85
<br />85.00
<br />0210
<br />AREA DRAIN
<br />$750.00
<br />EACH
<br />4.000
<br />$3,000.00
<br />0.000
<br />$0.00
<br />7.000
<br />$5,250.00
<br />175.00
<br />0211
<br />REPLACE TOPSOIL WITH COBBLE AT
<br />007
<br />$323.15
<br />LUMPSUM
<br />1.000
<br />$323.15
<br />0.000
<br />$0.00
<br />1.000
<br />$323.15
<br />100.00
<br />0220
<br />SLOPED OUTFALL PROTECTION
<br />$400.00
<br />EACH
<br />1.000
<br />$400.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0230
<br />MINOR ADJUSTMENT OF MANHOLES
<br />_ $450.00
<br />EACH
<br />7.000
<br />$3,150.00
<br />0.000
<br />$0..00
<br />6.000
<br />$2,700.00
<br />86.00
<br />0231
<br />LOWER MH AT 48+70
<br />002
<br />$455.77
<br />LUMPSUM
<br />1.000
<br />$455.77
<br />0.000
<br />$0.00
<br />1.000
<br />$455.77
<br />100.00
<br />0232
<br />MAJOR ADJ OF WW MH #1614
<br />004
<br />$1,264.52
<br />LUMPSUM
<br />1.000
<br />$1,264.52
<br />0.000
<br />$0.00
<br />1.000
<br />$1,264.52
<br />100.00
<br />0240
<br />ADJUSTMENT OF WATER VALVES
<br />$150.00
<br />EACH
<br />10.000
<br />$1,500.00
<br />0.000
<br />$0.00
<br />2.000
<br />$300.00
<br />20.00
<br />0241
<br />REPLACE WW SERVICE (FORCE ACCO
<br />001
<br />$1,008.21
<br />LUMPSUM
<br />1.000
<br />$1,008.21
<br />0.000
<br />$0.00
<br />1.000
<br />$1,008.21
<br />100.00
<br />0242
<br />CATCH BASIN W /BIKE PROOF GRATE
<br />001
<br />$1,648.35
<br />EACH
<br />2.000
<br />$3,296.70
<br />0.000
<br />$0.00
<br />2.000
<br />$3,296.70
<br />100.00
<br />0243
<br />ADJ.EXISTING CATCH BASIN
<br />001
<br />$990.00
<br />EACH
<br />1.000
<br />$990.00
<br />0.000
<br />$0.00
<br />1.000
<br />$990.00
<br />100.00
<br />0244
<br />INSTALL 8" PIPE TO DI
<br />002
<br />$1,360.53
<br />LUMPSUM
<br />1.000
<br />$1,360.53
<br />0.000
<br />$0.00
<br />1.000
<br />$1,360.53
<br />100.00
<br />0250
<br />1 -1/2" - 0 AGGREGATE BASE
<br />$15.30
<br />TON
<br />1,834.000
<br />$28,060•.20
<br />0.000
<br />$0.00
<br />4,163.950
<br />$63,708.44
<br />227.00
<br />0260
<br />3/4" - 0 AGGREGATE BASE
<br />$26.00
<br />TON
<br />83.000
<br />$2,158.00
<br />0.000
<br />$0.00
<br />275.650
<br />$7,166.90
<br />332.00
<br />0261
<br />ROCK "PARKING" AREA @ 420 ORES
<br />006
<br />$250.37
<br />LUMPSUM
<br />1.000
<br />$250.37
<br />0.000
<br />$0.00
<br />1.000
<br />$250.37
<br />100.00
<br />0270
<br />8" THICK CEMENT TREATED BASE
<br />$11.16
<br />SQYD
<br />1,768 000
<br />$19,730.88
<br />0.000
<br />$0.00
<br />895.500
<br />$9,993.78
<br />51.00
<br />0280
<br />LEVEL 2, 1/2" DENSE HMAC
<br />$58.00
<br />TON
<br />19.000
<br />$1,102.00
<br />0.000
<br />$0.00
<br />36.450
<br />$2,114.10
<br />192.00
<br />0290
<br />LEVEL 3, 1/2" DENSE HMAC
<br />$53.00
<br />TON
<br />1,095.000
<br />$58,035.00
<br />0.000
<br />$0.00
<br />1,159.050
<br />$61,429.65
<br />106.00
<br />0291
<br />ADJ TO LEVEL-3, 1/2 dENSE HMAC
<br />003
<br />($2.36)
<br />TON
<br />1,159 050
<br />($2,735.36)
<br />0.000
<br />$0.00
<br />1,159 050
<br />($2,735.36)
<br />100.00
<br />0292
<br />ADJ TO LEVEL 2, 1/2 DENSE HMAC
<br />005
<br />($2.36)
<br />TON
<br />36.450
<br />($86.02)
<br />0.000
<br />$0.00
<br />36.450
<br />($86.02)
<br />100.00
<br />0300
<br />EXTRA FOR ASPHALT APPROACHES
<br />$1.80
<br />SQFT
<br />1,592.000
<br />$2,865.60
<br />0.000
<br />$0.00
<br />2,063.700
<br />$3,714.66
<br />130.00
<br />0301
<br />SMALL, IRREGULAR PAVEMENT REPL
<br />001
<br />$137.50
<br />TON
<br />25.000
<br />$3,437.50
<br />0.000
<br />$0.00
<br />25.000
<br />$3,437.50
<br />100.00
<br />0310
<br />CONCRETE CURBS (E =0 ")
<br />$5.17
<br />FOOT
<br />2,324.000
<br />$12,015.08
<br />0.000
<br />$0.00
<br />2,623.500
<br />$13,563.50
<br />113.00
<br />0320
<br />CONCRETE CURBS (E =6 ")
<br />$8.01
<br />FOOT
<br />997.000
<br />$7,985.97
<br />0.000
<br />$0.00
<br />613.200
<br />$4,911.73
<br />62.00
<br />0330
<br />CONCRETE CURB AND GUTTER
<br />$12.41
<br />FOOT
<br />251.000
<br />$3,114.91
<br />0.000
<br />$0.00
<br />242.000
<br />$3,003.22
<br />96.00
<br />0331
<br />REM /REPL 44.5 CURB NEAR LINCOL
<br />002
<br />$446.09
<br />LUMPSUM
<br />1.000
<br />$446.09
<br />0.000
<br />$0.00
<br />1.000
<br />$446.0'9
<br />100.00
<br />
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