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Run Date: 04/05/2011 11:36:14
<br />Contractor: MOWAT CONSTRUCTION CO.
<br />Job 93-004378
<br />Contract No: 2010-00003
<br />PO 2010100057
<br />Assessable: No
<br />Line Description Last Chng Ord
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 020
<br />Original Contract: $3,438,410.50
<br />Current Amount: $3,885,010.02
<br />Contract Award Date: 07/27/2009
<br />Completion Date: 08/31/2010
<br />Current Contract
<br />Unit Price Unit Measure Quantity
<br />Estimated Payment Cumulative Totals
<br />Amount Quantity Amount Quantity
<br />Page 4
<br />% Complete
<br />0510
<br />REINFORCEMENT
<br />$150,000.00
<br />LUMPSUM
<br />1.000
<br />$150,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$150,000.00
<br />100.00
<br />0520
<br />DECK CONCRETE, CLASS HPC5000
<br />$715,000.00
<br />LUMPSUM
<br />1.000
<br />$715,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$715,000.00 M
<br />100.00
<br />0530
<br />GENERAL STRUCTURAL CONCRETE, C
<br />$50,000.00
<br />LUMPSUM
<br />1.000
<br />$50,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$50,000.00
<br />100.00
<br />0540
<br />GENERAL STRUCTURAL CONCRETE, C
<br />$70,000.00
<br />LUMPSUM
<br />1.000
<br />$70,000.00,
<br />0.000
<br />$0.00
<br />1.000
<br />$70,000.00
<br />100.00
<br />0550
<br />PRECAST CONCRETE DECK PANELS
<br />$12,000.00
<br />EACH
<br />15.000
<br />$180,000.00
<br />0.000
<br />$0.00
<br />15.000
<br />$180,000.00
<br />100.00
<br />0560
<br />PRECAST CONCRETE PYLON LEGS
<br />$130,000.00
<br />EACH
<br />2.000
<br />$260,000.00
<br />0.000
<br />$0.00
<br />2.000
<br />$260,000.00
<br />100.00
<br />0570
<br />POST-TENSIONING
<br />$80,000.00
<br />LUMPSUM
<br />1.000
<br />$80,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$80,000.00
<br />100.00
<br />0580
<br />PYLON LEG STRUCTURAL STEEL
<br />$38,000.00
<br />LUMPSUM
<br />1.000
<br />$38,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$38,000.00
<br />100.00
<br />0590
<br />EXPANSION JOINT HANGER SYSTEMS
<br />$8,000.00
<br />LUMPSUM
<br />1.000
<br />$8,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$8,000.00
<br />100.00
<br />0600
<br />CABLE STAYS
<br />$250,000.00
<br />LUMPSUM
<br />1.000
<br />$250,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$250,000.00
<br />100.00
<br />0610
<br />BEARING DEVICES, BENT 1
<br />$100.00
<br />EACH
<br />2.000
<br />$200.00
<br />0.000
<br />$0.00
<br />2.000
<br />$200.00
<br />100.00
<br />0620
<br />BEARING DEVICES, BENT 18
<br />$100.00
<br />EACH
<br />2.000
<br />$200.00
<br />0.000
<br />$0.00
<br />2.000
<br />$200.00
<br />100.00
<br />0630
<br />1 1/4 IN. ELECTRICAL CONDUIT
<br />$12.00
<br />FOOT
<br />1,800.000
<br />$21,600.00
<br />0.000
<br />$0.00
<br />1,702.000
<br />$20,424.00
<br />95.00
<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 />1.000
<br />$1,000.00
<br />100.00
<br />0650
<br />PREFORMED ELASTOMERIC STRIP SE
<br />$16,000.00
<br />LUMPSUM
<br />1.000
<br />$16,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$16,000.00
<br />100.00
<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 />1.000
<br />$160,000.00
<br />100.00
<br />0670
<br />RETAINING WALL, MSS, NO. 1
<br />$50.00
<br />SQFT
<br />201.000
<br />$10,050.00
<br />0.000
<br />$0.00
<br />454.000
<br />$22,700.00
<br />226.00
<br />0680
<br />RETAINING WALL, MSE, NO. 2
<br />$50.00
<br />SQFT
<br />1,956.000
<br />$97,800.00
<br />0.000
<br />$0.00
<br />1,956.000
<br />$97,800.00
<br />100.00
<br />0690
<br />MSE WALL COPING, TYPE 1
<br />$130.00
<br />FOOT
<br />283.000
<br />$36,790.00
<br />0.000
<br />$0.00
<br />280.500
<br />$36,465.00
<br />99.00
<br />0700
<br />MSE WALL COPING, TYPE 2
<br />$136.00
<br />FOOT
<br />28.000
<br />$3,808.00
<br />0.000
<br />$0.00
<br />36.500
<br />$4,964.00
<br />130.00
<br />0710
<br />AGGREGATE BASE
<br />$28.00
<br />TON
<br />182.000
<br />$5,096.00
<br />0.000
<br />$0.00
<br />155.810
<br />$4,362.68
<br />86.00
<br />0720
<br />LEVEL 3, 1/2 INCH DENSE, MHMAC
<br />$92.00
<br />TON
<br />68.000
<br />$6,256.00
<br />0.000
<br />$0.00
<br />59.190
<br />$5,445.48
<br />87.00
<br />0730
<br />EXTRA FOR ASPHALT APPROACHES
<br />$600.00
<br />EACH
<br />1.000
<br />$600.00
<br />0.000
<br />$0.00
<br />1.000
<br />$600.00
<br />100.00
<br />0740
<br />PLAIN CONC PAVEMENT, FIBER REI
<br />$49.00
<br />SQYD
<br />409.000
<br />$20,041.00
<br />0.000
<br />$0.00
<br />367.700
<br />$18,017.30
<br />90.00
<br />0750
<br />CONCRETE CURBS, CURB & GUTTER
<br />$24.00
<br />FOOT
<br />154.000
<br />$3,696.00
<br />0.000
<br />$0.00
<br />128.000
<br />$3,072.00
<br />83.00
<br />0760
<br />CONCRETE CURBS, WITH FOOTING,
<br />$120.00
<br />FOOT
<br />88.000
<br />$10,560.00
<br />0.000
<br />$0.00
<br />35.000
<br />$4,200.00
<br />40.00
<br />Amount
<br />
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