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Run Date: 07/08/2004 16:15:17
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<br />gene `~~ Page 3
<br /> ~~
<br />))) Contract F progres s Payment
<br /> ~~ Payasat s+o a 003
<br />Contractor: WILDISH CONST. ~ Original Contract: $2,079,450.75
<br /> Job #: 93-003502 Current Amount: $2,079,450.75
<br />Contract No: 2004-00020 Contract Awazd Date: 04/19/2004
<br /> PO #: 2004050553 Completion Date: 09/04/2004
<br />Assessable: Yes
<br />
<br />Line
<br />Description Last Chng Ord
<br />Unit Price
<br />Uait Measure Current Contract
<br />Quantity Amount Estimated Payment
<br />antit
<br />Amount Cumulative Totals
<br />u
<br />tit i Complete
<br /> Q
<br />an
<br />y Amount
<br />0220 AGGREGATH BASE, 4 INCHES THICK $2.00 SQYD 9,100.000 $18,200.00 119.000 $238.00 119.000 $238.00 1.00
<br />0230 AGGREGATE BASS, 6 INCHES THICK _ $4.00 SQYD 625 000 $2 500 00 0 000 $0 00 0 000 $0 00 0 00
<br />0240 AGGREGATH BASE, 7~INCHBS THICK $5.00 SQYD 385.000
<br />$1,925.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0250 AGGREGIITY SASH, 10 INCHYB THZC $6.00 SQYD 1,100.000
<br />$6,600.00
<br />0.000
<br />$0.00
<br />1,708.300
<br />$10,249.80
<br />155.00
<br />0260 AGGREGATE SASE, 12 INCHES THIC _ $6.50 SQYD 18 000 000 $117 000 00 4 914 800 $31 946 20 9 998 300 $64 988 95 56 00
<br />0270 STD CURB 6 GUTTHR CONCRHTE CUR $9.00 LINFT 7,500.000
<br />$67,500.00
<br />2,299.300
<br />$20,693.70
<br />3,957.100
<br />$35,613.90
<br />53.00
<br />0280 8" MEDIAN CONCRETE CURBS $10.00 LINPT 1,900.000
<br />$19,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0290 MOUNTABLE CURB & GUTTER_CONCRE $20.00 LINFT 100 000 $2 000 00 0 000 $0 00 73 500 $1 470 00 74 00
<br />0300 3TANDARD CONCRHTH CURBS $20.00 LINFT 100.000
<br />$z,ooo.oo
<br />loo.ooo
<br />$a,ooo.oo
<br />loo.ooo
<br />$2,000.00
<br />loo.oo
<br />0310 VALLEY GUTTER CONCRETH $20.00 LINFT 226.000
<br />$4,520.00
<br />236.500
<br />$4,730.00
<br />236.500
<br />$4,730.00
<br />105.00
<br />0320 DRIVEWAY CURB CUTS _ $3.00 LINPT 540 000
<br />$1 620 00
<br />0 000
<br />$0 00
<br />0 000
<br />$0 00
<br />0 00
<br />
<br />0330 EMB TOP SOIL IMPORTED $20.00 CUYD 1,200.000
<br />$24,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0340 GENERAL EXCAVATION $10.50 CUYD 13,800.000
<br />$144,900.00
<br />7,293.600
<br />$76,582.80
<br />11,472.000
<br />$120,456.00
<br />83.00
<br />0350 8 INCH SUSGRADH BTASILIZATION $8.00 SQYD 1,100.000
<br />$8,800.00
<br />4,458.900
<br />$35,671.20
<br />4,937.700
<br />$39,501.60
<br />449.00
<br />0360 SVBGRADE GHOTEXTILS $1.00 SQYD 21,000.000
<br />$21,000.00
<br />-5,756.300
<br />($5,756.30)
<br />1,035.500
<br />$1,035.50
<br />5.00
<br />0370 RIPRAP GSOTEXTILE, TYPE 2 ~ $1.00 SQYD 800.000
<br />$800.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0380 LOOSE RIPRAP, CLASS 25 $20.00 TON 400 000
<br />$8 000 00
<br />0 000
<br />$0 00
<br />0 000
<br />$0 00
<br />0 00
<br />0390 TYPfi 2 FBNCE $8.00 LINPT 610.000
<br />$a,eao.oo
<br />o.ooo
<br />$o.oo
<br />o.ooo
<br />$o.oo
<br />o.oo
<br />0400 FLAGGING $30.00 HOUR 1,500.000
<br />$45,000.00
<br />461.000
<br />$13,830.00
<br />1,240.000
<br />$37,200.00
<br />83.00
<br />0410 IRRIGATION SYSTEM $35 000 00 LUMPSUM 1 000 $35 000 00 0 000 $0 00 0 100 $3 500 00 10 00
<br />
<br />0420 DECIDUOUS TREE (2° CAL.) $250.00 EACH 33.000
<br />$8,250.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0430 SHRUBS (5 GAL.) $30.00 EACH 56.000
<br />$1,680.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0440 SHRUBS (2 GAL.) $12 00 EACH 200 000
<br />$2 400 00
<br />0 000
<br />$0 00
<br />0 000
<br />$0 00
<br />0 00
<br />
<br />0450 SHRUBS (1 GAL.) $9.00 fiACH 320.000 $2,880.00 0.000 $0.00 0.000 $0.00 0.00
<br />
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