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Run Date: 07/g8/2009 10:07:00
<br /> Page 3
<br /> City of Eugene
<br /> Contract Preliminary Progress Payment
<br /> Payment No 001
<br /> Contractor: BABB CONSTRUCTION Original Contract: $916,940.18
<br /> Job 93-003923 Current Amount: $916,940.18
<br /> Contract No: 2009-00027 Contract Award Date: 06/15 2009
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<br /> PO 2009100421 Com letion Date: 10
<br /> P /30/2009
<br /> Assessable: No
<br /> Current Contract Estimated Payment Cumulative Totals ~ Complete
<br /> Line Description Last Chng Ord Unit PYice Unit Measure Quantity Amount Quantity Amount Quantity Amount
<br /> 0220 6 INCH WASTEWATER PIPE, 0-5' D $34.00 FOOT 444.000
<br /> $15,096.00 0.000 $0.00 0.000 $D.OD 0.00
<br /> 0230 8 INCH WASTEWATER PIPE, 5-8' D $35.00 FOOT 988.000 $34,580.00 0.000 $0.00 0,000 $0.00 0.00
<br /> 0240 10 INCH STORM DRAIN PIPE, 0-s' $28.50 FOOT 237.000
<br /> $6,754.50 0.000 $0.00 0.000 $0.00 0.00
<br /> 0250 12 INCH STORM DRAIN PIPE 0-5' $30.50 FOOT 64.000
<br /> $1,952.00 0.000 $o.oo o.ooo $o.oo D.oo
<br /> 0260 12 INCH STORM DRAIN PIPE, 5-8' $30.50 FOOT 577.000 $17,598.50 0.000 $0.00 0.000 $0.00 0.00
<br /> 0270 15 INCH STORM DRAIN PIPE, 0-5' $31.25 FOOT 206.000
<br /> $6,437.50 0.000 $0.00 0.000 $0.00 0.00
<br /> 0280 18 INCH STORM DRAIN PZPE, 5-8' $37.50 FOOT 455.000 $17,062.50 0.000
<br /> $0.00 0.000 $0.00 0.60
<br /> 0290 24 INCH STORM DRAIN PIPE, 5-8' $49.50 FOOT 119.000
<br /> $s,s9o.so o.ooo $o.oo o.ooo $o.DO o.oo
<br /> 0300 VIDEO INSPECTION $1.00 FOOT 2,833.000 $2,833.00 0.000 $0.00 0.000 $0.00 0.00
<br /> 0310 MODIFIED DITCH INLET, TYPE D $937.36 EACH 11.000
<br /> $10,310.96 0.000 $0.00 0.000 $O.OD O.DO
<br /> 0320 CONCRETE SANITARY WASTEWATER M $2,400.00 EACH 8.000
<br /> $19,200.00 0.000 $o.oo o.aoo $o.oo o.oo
<br /> 0330 CONCRETE STORM DRAIN MANHOLES $2,300.00 EACH 11.000
<br /> $2s,3ao.oo o.aoo $o.DO o.ooo $o.oo o.oo
<br /> 0340 MINOR ADJUSTMENT OF MANHOLES $400.00 EACH 1.000
<br /> $400.00 0.000 $D.oo o.ooo $o.oo o.oo
<br /> 0350 MAJOR ADJUSTMENT OF MANHOLES $1,000.00 EACH 1.000
<br /> $1,ooo.oD o.ooo $o.oo o.ooo $o.oo a.oo
<br />
<br /> 0360 3/4"-0 AGGREGATE BASE $12.54 TON 791.000
<br /> $9,919.14 0.000 $0.00 0.000 $0.90' 0.00
<br />
<br /> 0370 2" - 0 AGGREGATE BASE $12.54 TON 4,442.000
<br /> $ss,7oz.6a o.ooo $o.oo o.aoo $o.oo o.DD
<br />
<br /> 0380 LEVEL 2, 1/2" DENSE HMAC $62.85 TON 30.D00
<br /> $l,eas.so o.ooo $o.oo o.oao $o.oo o.oD
<br />
<br /> 0390 LEVEL 3, 1/2" DENSE HMAC $48.SD TON 3,835.000
<br /> $185,997.50 O.OOD $0.00 0.000 $0.00 M O.DO
<br />
<br /> 0400 EXTRA FOR DRIVEWAYS $1.77 SQFT 2,056.000
<br /> $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
<br /> $14,491.00 0.000 $0.00 0.000 $0.00 0.00
<br />
<br /> 0420 CONCRETE CURB AND GUTTER $8.60 FOOT 3,139.000 $26,995.40 0.000
<br /> $O.DO 0.000 $0.00 O.DO
<br />
<br /> 0430 CURB CUT OUTS AND SPILLWAYS $76.40 EACH 15.000
<br /> $1,146.00 0.000 $a.ao o.ooo $o.ao o.oo
<br />
<br /> 0440 CONCRETE DRIVEWAYS $4.24 SQFT 2,589.000
<br /> $10,977.36 0.000 $0.00 0.000 $0.00 0.00
<br />
<br /> 0450 CONCRETE WALKS $2.39 SQFT 21,934.000
<br /> $52,422.26 0.000 $0.00 0,000 $0.00 0.00
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