Run Date: 09/12/2007 15:58:48 M <br />Page 3 <br /> ~ City of Eugene <br /> ~ Contract Preliminary Progress Payment <br /> ~ Payment No 004 <br />Contractor: DELTA CONST. Original Contract: $1,633,932.99 <br /> Job p: 93-003693 Current Amo unt: $1,692,522.51 <br />Contract No: 2007-00002 Contract Award Date: 07/29/2006 <br /> PO #: 2007100052 Completion Date: 08/30/2007 <br />Assessable: Yes <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 />0210 CONCRETE MANHOLE $2,495 .00 EACH 14.000 $34,930.00 0.000 $0 .00 12.000 $29,990.00 86.00 <br />0220 CONCRETE MANHOLfi, 72 INCH DIA. $4,950 .00 EACH 2.000 $9,900.00 0.000 $0 .00 3.000 $14,850.00 150.00 <br />0230 POLLUTION CONTROL CONC MH INST $4,508 .00 EACH 1.000 $4,508.00 0.000 $0 .00 1.000 $4,508 00 100.00 <br />0231 72" STORMWATER SEDIMTATION MN 004 $3,322 .00 LUMPSUM 1.000 $3,322.00 0.000 $0 .00 1.000 $3,322.00 100.00 <br />0240 MINOR ADJUSTMENT OF MANHOLES $625 .00 EACH 20.000 $12,500.00 0.000 $0 .00 22.000 $13,750.00 110.00 <br />0250 MAJOR ADJUSTMENT OF MANHOLES $1,022 .00 EACH 6.000 $6,132.00 0.000 $0 .00 6.000 $6,132.00 100.00 <br />0260 ADJUSTING CATCH BASINS $957 .60 EACH 3.000 $2,872.80 0.000 $0 .00 0.000 $0.00 0.00 <br />0261 ADDITONAL STORMWATER CONNECTIO 009 $600 .00 EACH 3.000 $1,800.00 0.000 $0 .00 3.000 $1,800.00 100.00 <br /> <br />0270 TRENCH RESURFACING $35 .42 SQYD 1,685.000 $59,682.70 0.000 $0 .00 0.000 $0.00 0.00 <br />0280 CURB CUT SPILLWAYS $180. 00 EACH 30.000 $5,400.00 3.000 $540 .00 33.000 $5,940.00 110.00 <br />0290 CONCRETE INLETS, TYPE D $912 .39 EACH 21.000 $19,160.19 2.000 $1,824 .76 21.000 $19,160.19 100.00 <br /> <br />0300 HIOSWALES, GRASSY AND VEGETATE $3. 00 FT 3,385.000 $10,155.00 130.000 $390 .00 3,079.000 $9,237.00 91.00 <br />0310 GRANULAR DRAIN BACKFILL $30. 00 CUYD 60.000 $1,800.00 0.000 $0 .00 33.000 $990.00 55.00 <br />0320 GRANULAR STRUCTURE BACKFILL $30 .00 CUYD 110.000 $3,300.00 0.000 $0 .00 0.000 $0.00 0.00 <br /> <br />0330 STRUCTURE EXCAVATION $14 .00 CUYD 172.000 $2,408.00 0.000 $0 .00 66.000 $929.00 38.00 <br />0340 RETAINING WALL, CONVENTIONAL S $26. 00 SQFT 1,305.000 $33,930.00 0.000 $0 .00 691.000 $23,166.00 68.00 <br />0350 COLD PLANE PAVEMENT REMOVAL $0. 80 SQFT 7,700.000 $6,160.00 0.000 $0 .00 6,693.000 $5,354.40 87.00 <br />0360 1 1/2"-0 DENSE GRADED AGGREGAT $6. 28 SQYD 18,401.000 $115,558.28 0.000 $0. 00 18,990.900 $119,262.85 103.00 <br />0370 LEVEL 3, 1/2 INCH DENSE, HMAC $90. 55 TON 2,940.000 $119,217.00 0.000 $0 .00 191.610 $7,769.79 7.00 <br />0380 LEVEL 3, 3/4 INCH DENSE, HMAC $40. 55 TON 3,920.000 $158,956.00 O.ODO $0. 00 4,350.310 $176,405.07 111.00 <br />0390 EXTRA FOR ASPHALT APPROACHES $255. 00 EACH 54.000 $13,770.00 24.000 $6,120. 00 42.000 $10,710.00 78.00 <br />0400 CONCRETE CURB AND GUTTER $8. 00 FOOT 8,290.000 $66,320.00 23.000 $184. 00 8,402.000 $67,216.00 101.00 <br />0410 CONCRSTS DRIVEWAYS, 7 INCH $5. 18 SQFT 7,880.000 $40,818.40 0.000 $0. 00 10,351.000 $53,618.18 131.00 <br />0420 CONCRETE WALKS, 4 INCH $x. 76 SQFT 19,446.000 $53,676.48 0.000 $0. 00 19,604.000 $54,107.04 101.00 <br />~ l l <br />