|
Run Date: 08/30/2010 16:40:44
<br />Contractor: MOWAT CONSTRUCTION CO.
<br />Job 93-004378
<br />Contract No: 2010-00003
<br />PO 2010100057
<br />Assessable: No
<br />Line
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No : 013
<br />Original Contract: $3,438,410.50
<br />Current Amount: $3,602,984.61
<br />Contract Award Date: 07/27/2009
<br />Completion Date: 08/31/2010
<br />Current Contract
<br />Description Last Chng Ord Unit Price Unit Measure Quantity
<br />Estimated Payment Cumulative Totals
<br />Amount Quantity Amount Quantity
<br />Amount
<br />Page 4
<br />& Complete
<br />0460
<br />DRILLED SHAFT CONCRETE
<br />$100,000.00
<br />LUMPSUM
<br />1.000
<br />$100,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$100,000.00
<br />100.00
<br />0470
<br />DRILLED SHAFT REINFORCEMENT
<br />$60,000.00
<br />LUMPSUM
<br />1.000
<br />$60,000.00
<br />0.000
<br />$0.00
<br />1.000
<br />$60,000.00
<br />100.00
<br />0480
<br />CSL TEST ACCESS TUBES
<br />$10.00
<br />FOOT
<br />2,400.000
<br />$24,000.00
<br />0.000
<br />$0.00
<br />2,403.600
<br />$24,036.00
<br />100.00
<br />0490
<br />DRILLED SHAFT EXCAVATION, 48 I
<br />$200.00
<br />FT
<br />511.000
<br />$102,200.00
<br />0.000
<br />$0.00
<br />511.000
<br />$102,200.00
<br />100.00
<br />0500
<br />DRILLED SHAFT EXCAVATION, 96 I
<br />$400.00
<br />FT
<br />45.000
<br />$18,000.00
<br />0.000
<br />$0.00
<br />45.000
<br />$18,000.00
<br />100.00
<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 />0.050
<br />$35,750.00
<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 />0.050
<br />$2,500.00
<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 />0.080
<br />$5,600.00
<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 />90.000
<br />$1,080.00
<br />5.00
<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 ELASTOMERIC STRIP SE
<br />$16,000.00
<br />LUMPSUM
<br />1.000
<br />$16,000.00
<br />0.100
<br />$1,600.00
<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 />0.000
<br />$0.00
<br />0.00
<br />0670
<br />RETAINING WALL, MSE, 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 />
|