New Search
Run Date: 12/09/2010 08:15:06 <br />Contractor: EUGENE SAND CONSTRUCTION <br />Job 93-004693 <br />Contract No: 2011-00002 <br />PO <br />Assessable: No <br />City of Eugene <br />Contract Preliminary Progress Payment <br />Payment No : 004 <br />Original Contract: $395,087.00 <br />Current Amount: $395,087.00 <br />Contract Award Date: 07/20/2010 <br />Completion Date: 10/22/2010 <br />Current Contract <br />Line Description Last Chng Ord Unit Price Unit Measure Quantity <br />2010 OPEN TRENCH WW REHABILITATION <br />General <br />Estimated Payment Cumulative Totals <br />Amount Quantity Amount Quantity <br />Page 2 <br />% Complete <br />0000 <br />Liquidated Damages <br />($500.00) <br />DAY <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0010 <br />MOBILIZATION <br />$39,500.00 <br />LUMPSUM <br />1.000 <br />$39,500.00 <br />0.000 <br />$0.00 <br />1.000 <br />$39,500.00 <br />100.00 <br />0020 <br />FLAGGERS <br />$45.00 <br />HOUR <br />60.000 <br />$2,700.00 <br />0.000 <br />$0.00 <br />155.000 <br />$6,975.00 <br />258.00 <br />0030 <br />TEMP. PROTECTION AND DIRECTION <br />$6,000.00 <br />LUMPSUM <br />1.000 <br />$6,000.00 <br />0.100 <br />$600.00 <br />1.000 <br />$6,000.00 <br />100.00 <br />0040 <br />EROSION CONTROL <br />$500.00 <br />LUMPSUM <br />1.000 <br />$500.00 <br />0.100 <br />$50.00 <br />1.000 <br />$500.00 <br />100.00 <br />0050 <br />ROCK EXCAVATION <br />$30.00 <br />CUYD <br />150.000 <br />$4,500.00 <br />0.000 <br />$0.00 <br />17.000 <br />$510.00 <br />11.00 <br />0060 <br />DYE TEST AND CONNECTION VERIFI <br />$130.00 <br />EACH <br />44.000 <br />$5,720.00 <br />0.000 <br />$0.00 <br />42.000 <br />$5,460.00 <br />95.00 <br />0070 <br />PIPE BURSTING AND HDPE LINER, <br />$50.00 <br />FOOT <br />141.000 <br />$7,050.00 <br />0.000 <br />$0.00 <br />136.000, <br />$6,800.00 <br />96.00 <br />0080 <br />TV INSPECT AND LOCATE SERVICE <br />$300.00 <br />EACH <br />15.000 <br />$4,500.00 <br />0.000 <br />$0.00 <br />31000' <br />$900.00 <br />20.00 <br />0090 <br />VIDEO INSPECTION <br />$4,500.00 <br />LUMPSUM <br />1.000 <br />$4,500.00 <br />1.000 <br />$4,500.00 <br />1.000' <br />$4,500.00 <br />100.00 <br />0100 <br />6 INCH PVC WASTEWATER PIPE <br />$39.00 <br />FOOT <br />596.000 <br />$23,244.00 <br />0.000 <br />$0.00 <br />514.000 <br />$20,046.00 <br />86.00 <br />0110 <br />6 INCH C900 PIPE <br />$39.00 <br />FOOT <br />197.000 <br />$7,683.00 <br />0.000 <br />$0.00 <br />149.000 <br />$5,811.00 <br />76.00 <br />0120 <br />8 INCH PVC PIPE <br />$76.00 <br />FOOT <br />2,318.000 <br />$176,168.00 <br />5.000 <br />$380.00 <br />2,356.000 <br />$179,056.00 M <br />102.00 <br />0130 <br />8 INCH C900 PIPE <br />$72.00 <br />FOOT <br />563.000 <br />$40,536.00 <br />0.000 <br />$0.00 <br />502.000 <br />$36,144.00 M <br />89.00 <br />0140 <br />CLEANOUT 6 INCH <br />$325.00 <br />EACH <br />3.000 <br />$975.00 <br />0.000 <br />$0.00 <br />.3.000 <br />$975.00 <br />100.00 <br />0150 <br />PIPE REPAIR - 30" STORM DRAIN <br />$3,000.00 <br />LUMPSUM <br />1.000 <br />$3,000.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0160 <br />CONCRETE MANHOLE, WASTEWATER <br />$2,000.00 <br />EACH <br />2.000 <br />$4,000.00 <br />0.000 <br />$0.00 <br />3.000 <br />$6,000.00 <br />150.00 <br />0170 <br />CONCRETE MANHOLE, FLAT TOP WAS <br />$1,800.00 <br />EACH <br />2.000 <br />$3,600.00 <br />0.000 <br />$0.00 <br />2.000 <br />$3,600.00 <br />100.00 <br />0180 <br />CORE INTO EXISTING MANHOLE <br />$400.00 <br />EACH <br />2.000 <br />$800.00 <br />0.000 <br />$0.00 <br />1.000 <br />$400.00 <br />50.00 <br />0190 <br />MINOR ADJUSTMENT OF MANHOLES <br />$350.00 <br />EACH <br />5.000 <br />$1,750.00 <br />0.000 <br />$0.00 <br />8.000 <br />$2,800.00 <br />160.00 <br />0200 <br />MAJOR ADJUSTMENT OF MANHOLES <br />$500.00 <br />EACH <br />1.000 <br />$500.00 <br />0.000 <br />-$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0210 <br />ADJUST MANHOLE CHANNEL <br />$500.00 <br />EACH <br />1.000 <br />$500.00 <br />2.000 <br />$1,000.00 <br />2.000 <br />$1,000.00 <br />200.00 <br />Amount <br />