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Run Date: 09/03,/2009 15:39:51
<br /> City of Eugene Page 3
<br /> Contract Preliminary Progress Payment
<br /> Payment No 003
<br /> Contractor: HABB CONSTRUCTION Original Contract: $916,940.18
<br /> Job 93-003923
<br /> Contract No: 2009-00027 Current Amount: $918,729.89
<br /> PO 2009100421 Contract Award Date: 06/15/2009
<br /> Assessable: No Completion Date: 10/30/2009
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<br /> Line Descri tion Current Contract Estimated Payment Cumulative Totals ~ Complete
<br /> P Last Chng Ord Unit Price Unit. Measure Quantity Amount Quantity Amount Quantity
<br /> Amount
<br /> 0220 6 INCH WASTEWATER PIPE, 0-5' D $34.00 FOOT 444.000 $15,096.00 -1.000
<br /> ($34.00) 382.300 $12,998.20 86.00
<br /> 0230 8 INCH WASTEWATER PIPE, 5-8' D $35.00 FOOT 988.000 $34,580.00 0.000
<br /> $0.00 1,059.200 $37,072.00 107.00
<br /> 0240 1D INCH STORM DRAIN PIPE, 0-5' $28.50 FOOT 237.000 $6,754.50 162.900
<br /> $4,642.65 234.200 $6,574.70 99,00
<br /> 0250 12 INCH STORM DRAIN PIPE 0-5' $30.50 FOOT 64.000 $1,952.00 O.D00
<br /> $0.00 102.400 $3,123.20 160.00
<br /> 0260 12 INCH STORM DRAIN PIPE, 5-8' $30.50 FOOT 577.000 $17,598.50 495.400
<br /> $15,109.70 495.400 $15,109.70 86,00
<br /> 0270 15 INCH STORM DRAIN PIPE, 0-5' $31.25 FOOT 206.000 $6,437.50 0.000
<br /> $0.00 206.000, $6,437.50 100.00
<br /> 0280 18 INCH STORM DRAIN PZPE, 5-8' $37.50 FOOT 455.000 $17,062.50 80.000
<br /> $3,000.00 260.500. $9,768.75 57.00
<br /> 0290 24 INCH STORM DRAIN PIPE, 5-8' $49.50 FOOT 119.000 $5,890.50 0.000
<br /> $0.00 358.900' $17,765.55 302,00
<br /> 0300 VIDED INSPECTION $1.00 FOOT 2,833.000 $2,833.00 2,196.100
<br /> $2,196.10 2,196.100 $2,196.10 78.00
<br /> 0310 MODIFIED DITCH INLET, TYPE D $937.36 EACH 11.000 $10,310.96 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0320 CONCRETE SANITARY WASTEWATER M $2,400.00 EACH 8.000 $19,200.00 0.000
<br /> $o.oo a.ooo $19,zoo.oo loo.oo
<br /> 0330 CONCRETE STORM DRAIN MANHOLES $2,300.00 EACH 11.000 $25,300.00 6.000
<br /> $13,800.00 10.000 $23,000.00 91.00
<br /> 0340 MINOR ADJUSTMENT OF MANHOLES $400.00 EACH 1.000 $400.00 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0350 MAJOR ADJUSTMENT OF MANHOLES $1,000.00 EACH 1.000 $1,000.00 0.000
<br /> $0.00 0.000 $O.DO 0.00
<br /> 0360 3/4"-0 AGGREGATE BASE $12.54 TON 791.000 $9,919.14 31.530
<br /> $395.39 31.530 $395.39 4.00
<br /> 0370 2" - 0 AGGREGATE BASE $12.54 TON 4,442.000 $55,702.68 6,448.390
<br /> $80,862.81 6,448.390 $80,862.81 145.00
<br /> 0380 LEVEL 2, 1/2" DENSE HMAC $62.85 TON 30.000 $1,885.50 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0390 LEVEL 3, 1/2" DENSE HMAC $48.50 TON 3,835.000 $185,997.50 0.000
<br /> $0.00 0.000 $0.00 M 0.00
<br /> 0400 EXTRA FOR DRIVEWAYS $1.77 SQFT 2,056.000 $3,639.12 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0410 REVERSE CURB AND GUTTER $8.60 FOOT 1,685.000 .$14,491.00 0.000
<br /> So.oo o.ooo $o.oo o.oa
<br /> 0420 CONCRETE CURB AND GUTTER $8.60 FOOT 3,139.000 $26,995.40 0.000
<br /> $0.00 0,000 $0.00 0.00
<br /> 0430 CURB CUT OUTS AND SPILLWAYS $76.40 EACH 15.000 $1,146.00 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0440 CONCRETE DRIVEWAYS $4.24 SQFT 2,589.000 $10,977.36 0.000
<br /> $0.00 0.000 $0.00 0.00
<br /> 0450 CONCRETE WALKS $2.39 SQFT 21,934.000 $52,422.26 0.000
<br /> $0.00 0.000 :$0.00 0.00
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