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Page 4
<br />RUn.Datee 11/04/2009 11:38:42 City of Eugene
<br />Contract Preliminarg Progress Payment-
<br />' Payment Nos 003
<br />I
<br />Contractor: MOWAT CONSTRUCTION CO. Original Contract: $3,438,410.50
<br />Job .93-004378 Current AmOUnt: $3,438,410.50
<br />Contract No. 2010-00003 Contract Award Date: 07/2712008
<br />PO 2010100057 Completion Date: 08/31/2030
<br />Assessable: NO
<br />Current Contract estimated Payment Cumulative Totals • Complete
<br />Line Description Last Chng Ord Unit Price unit Measure Quantity Amount Quantity Amount Quant; Amount
<br />0460
<br />DRILLED SHAFT CMUMETE
<br />$100,000.00
<br />LUMP"
<br />1.060
<br />$100,000.00
<br />0.694
<br />$69,400.00
<br />0.694
<br />$59,400.00
<br />69.00
<br />6470
<br />DRUZ= SHAFT REINFORCEMENT
<br />$60,000.00
<br />LUMPSUM
<br />1.000
<br />$60,000.00
<br />0.601
<br />S26.084.00
<br />0.694
<br />041 640.00
<br />69.00
<br />0480
<br />CST, TEST ACCESS TUBES
<br />$10.00
<br />FOOT
<br />2,400.000
<br />$24,000.00
<br />1,560.000
<br />$15,600.00
<br />1,560.000
<br />$15,600.00
<br />65.00
<br />{
<br />f 0490
<br />DRILLED SHAFT EXCAVATION, 40 I
<br />$200.00
<br />FT
<br />511.000
<br />$102,200.00
<br />300.000
<br />$60,000.00
<br />300.000
<br />S60,000.00
<br />59.00
<br />` 0500
<br />DRILLED SHAFT EXCAVATION 96 1
<br />$400.00
<br />FT
<br />45000
<br />$18,000.00
<br />10.000
<br />$4,000.00
<br />45.000
<br />_ $18 000.00
<br />100.00
<br />0510
<br />RBINFORCEWW
<br />$150,000.00
<br />LUMPSUM
<br />11000
<br />$150,000.00
<br />0.012
<br />$1,740.00
<br />0.012
<br />$1,740.00
<br />1.00
<br />0520
<br />DECK CONCRETE, CLASS EFC5000
<br />$715,000.00
<br />LUMPSUM
<br />1.000
<br />$715.000.00
<br />0.000
<br />60.00
<br />0.000
<br />$0..00 M
<br />0.00
<br />0530
<br />GENERAL STRUCTURAL CONCRETE C
<br />$50 000 00
<br />LUMPSDM
<br />1 000
<br />S50 000 00
<br />0 000
<br />50.00
<br />0.000
<br />___$0.00
<br />0.00
<br />0540
<br />GENERAL STRUCTURAL CONCRETE, C
<br />$70,000.00
<br />LUMPSUM
<br />1.000
<br />$70,000.00
<br />0.110
<br />$7,700.00
<br />0.110
<br />$7,700.00
<br />11.00
<br />0550
<br />PRECAST CONCRETE DECK PANELS
<br />$12,000.00
<br />FACE
<br />15.000
<br />$1801000:00
<br />0.000
<br />$0.00
<br />0.000
<br />-0.00
<br />0560
<br />PRECAST CONCRETE PYLON LEGS
<br />$130,000-00
<br />BACK
<br />2.000
<br />$260 000 00
<br />0 000
<br />$O 00
<br />0.000
<br />$0.00
<br />0.00
<br />0570
<br />POST-TENSIONING
<br />$80,000.0.0
<br />LUMPSUM
<br />-1.000
<br />$80,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />. 0560
<br />PYLON LEG STRUCTURAL ST9RL
<br />$38,000.00
<br />LUMPSUM
<br />1.000
<br />$38,000.60
<br />0.000
<br />$0.00
<br />O.OOQ
<br />$0.00
<br />0.00
<br />0590
<br />EXPANSION JOINT RANGER SYSTEMS
<br />$8,000.00
<br />LUMPSUM
<br />1.000
<br />$8,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0600
<br />CAHLS STAYS
<br />$250,000.00
<br />LUMPSUM
<br />1.000
<br />$250,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0610
<br />HEARING DEVICES, BENT 1
<br />$100.00
<br />BACK
<br />2.000
<br />$200.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />t
<br />' 06,20
<br />HEARING DEVICES BENT 18
<br />$100.00.
<br />BACH
<br />2.000
<br />0200.00
<br />0.006
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00 _
<br />0630
<br />1 1/4 IN. ELECTRICAL CONDUIT
<br />$12.00
<br />FOOT.
<br />1,80Q.000
<br />$21,600.60
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00-
<br />0.00
<br />0640
<br />POURED JOINT SEALS
<br />$1,000.00
<br />LUMPSUM
<br />1.000
<br />$1,000.00
<br />0.000
<br />$0:00
<br />0.000
<br />$0.00
<br />0.00
<br />0650
<br />PREFORMED BLASTOMERIC STRIP SE
<br />$16,000.00
<br />LUMPSUM
<br />1.000
<br />$16,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0660
<br />PEDESTRIAN BRIDGE RAIL-
<br />$160,000.00
<br />LUMPSUM
<br />1.000
<br />$160,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0670
<br />RETAINING WALL, MSE, NO. 1
<br />$50.00
<br />SQPT
<br />201.000
<br />$10,050.00
<br />0..000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0660
<br />RETAINING WALL MS8 NO 2
<br />$50.00
<br />SQFT
<br />1,956.000
<br />$97 800 00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0690
<br />i
<br />I
<br />MS8 WALL COPING, TYPE 1
<br />$130.00
<br />'
<br />FOOT -
<br />283.000
<br />436,790.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />
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