|
Run Date: 10/07/2009 16:41:56 Page 3
<br /> City of Eugene
<br /> Contract Preliminary Progress Payment
<br /> Payment No 004
<br /> Contractor: BABB CONSTRUCTION Original Contract: $916,940.18
<br /> Sob 93-003923 Current Amount: $918,291.12
<br /> Contract No: 2009-00027 Contract Award Date: 06/15/2009
<br /> PO 2009100421 Completion Date: 10/30/2009
<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 Quantity Amount
<br /> 0220 6 INCH WASTBWATER PIPE, 0-5' D $34.00 FOOT 444.000 $15,096.00 0.000 $0.00 382.30D $12,998.20 86.00
<br /> 0230 8 INCH WASTEWATER PIPE, 5-8' D $35.00 FOOT 988.000 $34,580.00 0.000 $0.00 1,059.200 $37,072.00 107.00
<br /> 0240 10 INCH STORM DRAIN PIPE, 0-5' $28.50 FOOT 237.000 $6,754.50 0.000 $0.00 234.200 $6,674.70 99.00
<br /> 0250 12 INCH STORM DRAIN PIPE 0-5' $30.50 FOOT 64.000 $1,952.00 0.000 $0.00 102.400 $3,123.20 160.D0
<br /> 0260 12 INCH STORM DRAIN PZPE, 5-8' $30.50 FOOT 577.000 $17,598.50 0.000 $0.00 495.400 $15,109.70 86.D0
<br /> 0270 15 INCH STORM DRAIN PIPE, 0-5' $31.25 FOOT 206.000 $6,437.50 0.000 $0.00 206.000 $6,437.50 100.00
<br /> 0280 18 INCH STORM DRAIN PIPE, 5-8' $37.50 FOOT 455.000 $17,062.50 0.000 $0.00 260,500 $9,768.75 57.00
<br /> 0290 24 INCH STORM DRAIN PIPE, 5-8' $49.50 FOOT 119.000 $5,890.50 0.,000 $0.00 358.900 $17,765.55 302.D0
<br /> 0300 VIDEO INSPECTION $i.OD FOOT 2,833.000 $2,833.00 256.400 $256.40 2,452.500 $2,452.50 87.00
<br /> 0310 MODIFIED DITCH INLET, TYPE D $937.36 EACH 11.000 $10,310.96 0.000 $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 $0.00 8.000 $19,200.00 100.00
<br /> 0330 CONCRETE STORM DRAIN MANHOLES $2,300.00 EACH 11.000 $25,300.00 0.000 $0.00 10.000 $23,000.00 91.00
<br /> 0340 MINOR ADJUSTMENT OF MANHOLES $400.00 EACH 1.000 $400.00 0.000 $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 $0.00 O.OOD $0.00 0.00
<br /> 0360 3/4"-0 AGGREGATE BASE $12.54 TON 791.000 $9,919.14 336.600 $4,220.96 368.130 $4,616.35 47.00
<br /> 0370 2" - 0 AGGREGATE BASE $12.54 TON 4,442.000 $55,702.68 157.500 $1,975.05 6,605.890 $82,837.86 149.00
<br /> 0380 LEVEL 2, 1/2" DENSE HMAC $62.85 TON 30.000 $1,885.50 0.000 $0.00 0.000 $D.00 0.00
<br />
<br /> 0390 LEVEL 3, 1/2" DENSE HMAC $48.50 TON 3,835.000 $185,997.50 1,845.660 $89,514.51 1,845,660 $89,514.51 M 48.00
<br />
<br /> 0391 ADJ TO LEVEL 3, 1/2 DENSE HMAC 004 ($2.36) TON 1,845.660 ($4,355.76) 1,845.660 ($4,355.76) 1,845.660 ($4,355.76) 100.00
<br />
<br /> 0400 EXTRA FOR DRIVEWAYS $1.77 SQFT 2,056.000 $3,639.12 0.000 $0.00 0.000 $0.00 0.00
<br />
<br /> 0410 REVERSE CURB AND GUTTER $8.60 FOOT 1,685.000 $14,491.00 1,679.000 $14,439.40 1,679.000 $14,439.40 100.00
<br />
<br /> 0420 CONCRETE CURB AND GUTTER $8.60 FOOT 3,139.000 $26,995.40 2,881.100 $24,777.46 2,881.100 $24,777.46 92.00
<br />
<br /> 0430 CURB CUT OUTS AND SPILLWAYS $76.40 EACH 15.000 $1,146.00 0.000 $0.00 0.000 $0.00 0.00
<br />
<br /> 0440 CONCRETE DRIVEWAYS $4.24 SQFT 2,589.000 $10,977.36 714.000 .$3,027.36 714.000 $3,027.36 28.00
<br />
<br />
|