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Run Date: 08/07/2007 15:07:17
<br />Contractor: DELTA CONST.
<br />Job #: 93-003693
<br />Contract No: 2007-00002
<br />PO #: 2007100052
<br />Assessable: Yes
<br />Line Description Last Chng Ord
<br />Current Contract Estimated Payment Cumulative Totals
<br />Unit Price Unit Measure Quantity Amount Quantity Amount Quantity Amount
<br />page 3
<br />6 Complete
<br />0210 CONCRETE MANHOLE $2,495 .00 EACH 14 .000 $34,930 .00 0.000 $0.00 12.000 $29,940.00 86.00
<br />020 CONCRHTE MANHOLE, 72 INCH DIA. $4,950 .00 HACH 2 .000 $9,900 .00 1.000 $4,950.00 3.000 $14,850.00 150.00
<br />0230 POLLDTION 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 P4J 004 $3,322. 00 LUMPSUM 1 .000 $3,322 .00 1.000 $3,322.00 1.000 $3,322.00 100.00
<br />0240 MINOR ADJUSTMENT OF MANHOLES $625. 00 EACH 20 .000 $12,500 .00 22.000 $13,750.00 22.000 $13,750.00 110.00
<br />0250 MAJOR ADJUSTMENT OF MANHOLES $1,022. 00 EACH 6 .000 $6,132 .00 6.000 $6,132.00 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 004 $600. 00 EACH 3. 000 $1,800 .00 3.000 $1,800.00 3.000 $1,800.00 100.00
<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 0.000 $0.00 30.000 $5,400.00 100.00
<br />0290 CONCRETE INLETS, TYPE D $912. 39 EACH 21. 000 $19,160 .19 19.000 $17,335.41 19.000 $17,335.41 90.00
<br />0300 BIOSWALES, GRASSY AND VEGETATE $3. 00 FT 3,385. 000 $10,155 .00 2,949.000 $8,847.00 2,949.000 $8,847.00 87.00
<br />0310 GRANULAR DRAIN BACKFZLL $30. 00 CUYD 60. 000 $1,800 .00 5.630 $168.90 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 />0330 STRUCTURE EXCAVATION $14. 00 CUYD 172. 000 $2,408 .00 11.260 $157.64 66.000 $924.00 38.00
<br />0340 RETAINING WALL, CONVENTIONAL S $26. 00 SQFT 1,305. 000 $33,930 .00 152.000 $3,952.00 891.000 $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 .28 107.400 $674.47 16,990.900 $119,262.85 103.00
<br />0370 LEVEL 3, 1/2 INCH DENSE, HMAC $90. 55 TON 2,940. 000 $119,217 .00 191.610 $7,769.79 191.610 $7,769.79 7.00
<br />0380 LEVEL 3, 3/4 INCH DENSE, HMAC $40. 55 TON 3,920. 000 $158,956 .00 4,350.310 $176,405.07 4,350.310 $176,405.07 111.00
<br />0390 EXTRA FOR ASPHALT APPROACHES $255. 00 EACH 54. 000 $13,770 .00 18.000 $4,590.00 18.000 $4,590.00 33.00
<br />0400 CONCRETE CURB AND GUTTER $8. 00 FOOT 8,290. 000 $66,320 .00 0.000 $0.00 8,379.000 $67,032.00 101.00
<br />0410 CONCRETE DRIVEWAYS, 7 INCH $5. 18 SQFT 7,880. 000 $90,618 .40 8,381.000 $43,413.58 10,351.000 $53,618.18 131.00
<br />0420 CONCRETE WALKS, 4 INCH $2. 76 SQFT 19,448. 000 $53,676. 48 6,962.800 $19,217.33 19,604.000 $54,107.04 101.00
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No 003
<br />Original Contract: $1,633,932.99
<br />Current Amount: $1,690,625.56
<br />Contract Award Date: 07/24/2006
<br />Completion Date: 08/30/2007
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