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Run Date: 12/08/2010 15:38:41
<br />Contractor:
<br />Job #:
<br />Contract No:
<br />PO #:
<br />Assessable:
<br />Line Desc
<br />BABB CONSTRUCTION
<br />93- 004546
<br />2009 -00030
<br />2010100033
<br />Yes
<br />:ription Last Chng Ord
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 017
<br />Original Contract: $2,120,407.20
<br />Current Amount: $2,249,516.89
<br />Contract Award Date: 07/02/2009
<br />Completion Date: 10/20/2010
<br />Current Contract Estimated Payment Cumulative Totals
<br />Unit Price Unit Measure Quantity Amount Quantity Amount Quantity
<br />0890
<br />CONCRETE INLETS, TYPE 4A
<br />$1,282.80
<br />EACH
<br />5.000
<br />$6,414.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0891
<br />REPLACE EXISTING CB70092 /CONNE
<br />012
<br />$2,459.02
<br />LUMPSUM
<br />1.000
<br />$2,459.02
<br />0.000
<br />$0.00
<br />1.000
<br />$2,459.02
<br />100.00
<br />0892
<br />INSTALL CATCH BASIN @STA 15 +55
<br />013
<br />$1,565.41
<br />LUMPSUM
<br />1.000
<br />$1,565.41
<br />0.000
<br />$0.00
<br />1.000
<br />$1,565.41
<br />100.00
<br />0900
<br />DITCH INLETS, TYPE D
<br />$876.70
<br />EACH
<br />33.000
<br />$28,931.10
<br />0.000
<br />$0.00
<br />35.000
<br />$30,684.50
<br />106.00
<br />0901
<br />INSTALL AREA DRAIN NEAR STA 14
<br />010
<br />$4,201.53
<br />LUMPSUM
<br />1.000
<br />$4,201.53
<br />0.000
<br />$0.00
<br />1.000
<br />$4,201.53
<br />100.00
<br />0902
<br />DITCH INLET W SUMP PUMP LINE @
<br />011
<br />$152.03
<br />LUMPSUM
<br />1.000
<br />$152.03
<br />0.000
<br />$0.00
<br />1.000
<br />$152.03
<br />100.00
<br />0903
<br />CONSTRUCT 2A CURB INLETON STOR
<br />018
<br />$4,115.17
<br />LUMPSUM
<br />1.000
<br />$4,115.17
<br />1.000
<br />$4,115.17
<br />1.000
<br />$4,115.17
<br />100.00
<br />0910
<br />SLOPED OUTFALL PROTECTION
<br />$400.00
<br />EACH
<br />2.000
<br />$800.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0920
<br />MINOR ADJUSTMENT OF MANHOLES
<br />$450.00
<br />EACH
<br />34.000
<br />$15,300.00
<br />0.000
<br />$0.00
<br />29.000
<br />$13,050.00
<br />85.00
<br />0930
<br />ADJUSTMENT OF WATER VALVES
<br />$150.00
<br />EACH
<br />18.000
<br />$2,700.00
<br />0.000
<br />$0.00
<br />24.000
<br />$3,600.00
<br />133.00
<br />0931
<br />POUR CONC CAP OVER 6" CI WATER
<br />013
<br />$891.21
<br />LUMPSUM
<br />1.000
<br />$891.21
<br />0.000
<br />$0.00
<br />1.000
<br />$891.21
<br />100.00
<br />0940
<br />1 -1/2" - 0 AGGREGATE BASE
<br />$15.55
<br />TON
<br />7,744.000
<br />$120,419.20
<br />0.000
<br />$0.00
<br />16,271.120
<br />$253,015.92
<br />210.00
<br />0950
<br />3/4" - 0 AGGREGATE BASE
<br />$26.60
<br />TON
<br />612.000
<br />$16,279.20
<br />0.000
<br />$0.00
<br />1
<br />$41,457.43
<br />255.00
<br />0951
<br />PLACE 5 -7" OPEN GRADED ROCK IN
<br />009
<br />$390.53
<br />LUMPSUM
<br />1.000
<br />$390.53
<br />0.000
<br />$0.00
<br />1.000
<br />$390.53
<br />100.00
<br />0960
<br />8" THICK CEMENT TREATED BASE
<br />$11.45
<br />SQYD
<br />11,485.000
<br />$131,503.25
<br />0.000
<br />$0.00
<br />5,544.400
<br />$63,483.38
<br />48.00
<br />0970
<br />LEVEL 2 , 1/2" DENSE HMAC
<br />$54.00
<br />TON
<br />198.000
<br />$10,692.00
<br />0.000
<br />$0.00
<br />243.640
<br />$13,156.56
<br />123.00
<br />0980
<br />LEVEL 3, 1/2" DENSE HMAC
<br />$53.00
<br />TON
<br />4,835.000
<br />$256,255.00
<br />0.000
<br />$0.00
<br />5,751.400
<br />$304,824.20 M
<br />119.00
<br />0990
<br />EXTRA FOR ASPHALT APPROACHES
<br />$1.15
<br />SQFT
<br />17,019.000
<br />$19,571.85
<br />0.000
<br />$0.00
<br />14,441.500
<br />$16,607.73
<br />85.00
<br />1000
<br />CONCRETE CURBS (E =0 ")
<br />$5.50
<br />FOOT
<br />11,066.000
<br />$60,863.00
<br />0.000
<br />$0.00
<br />9,597.200
<br />$52,784.60
<br />87.00
<br />1010
<br />CONCRETE CURBS (E =6 11 )
<br />$8.07
<br />FOOT
<br />4,438.000
<br />$35,814.66
<br />0.000
<br />$0.00
<br />5,350.800
<br />$43,180.96
<br />121.00
<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 />1.000
<br />$3,750.26
<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 />1.000
<br />$3,558.97
<br />1.000
<br />$3,558.97
<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 />Page 8
<br />% Complete
<br />Amount
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