|
PAY APPLICATION 06 - FINAL PAYMENT, 08110116 IRC PROJECT NO. 1422 AVIATION OLVD120TH AVENUE INTERSECTION IMPROVEMENTS
<br />r n�neam ae. aarN�rrar elvw.r awrn ae r • aaraH rwar..w„ r,.. on arra r rma...
<br />SCHEDULED VALUE
<br />PREVIOUS APPLICATION
<br />TH47 PERIOD
<br />TOTAL COMPLETED
<br />%
<br />MATERIALS
<br />BALANCE TO FINISH
<br />'ry w.;T; :•1iN i * n•:ard�•: . ^ :' = /'A 11 �Yf -
<br />it wdtmp 7+5 1L: 1G' - - ^.'i.'
<br />" l L'"."11 1 ^•,
<br />n, . __ 1111':11
<br />SIC"0.' -,W4C
<br />77T
<br />11r
<br />.:t
<br />,1.p�7 f..'1 •>L
<br />30,000.00
<br />0.00
<br />1.00
<br />30,000.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />101-1
<br />MOBILIZATION
<br />1
<br />LS
<br />30 000.00
<br />1.00
<br />30 000.00
<br />24.000'00
<br />0.00
<br />1.00
<br />24,000.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />1
<br />LS
<br />21 000.00
<br />1.00
<br />21 000.00
<br />PREVENTION, CONTROL & ABATEMENT OF EROSION
<br />2,500.00
<br />0.00
<br />1.00
<br />2,500.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />104-1
<br />AND WATER POLLUTION
<br />1
<br />LS
<br />2,500.00
<br />1.00
<br />2,500.001
<br />108.1
<br />RECORDIASBUILT DRAWINGS
<br />1
<br />LS
<br />8.000.00
<br />6,000.00
<br />1.00
<br />6000.00
<br />0.00
<br />1.00
<br />8,000.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />110.1.1
<br />CLEARING & GRUBBING
<br />16 1
<br />AC
<br />9,300.00
<br />11,880.00
<br />1.80
<br />14 880.00
<br />0.00
<br />1.80
<br />14,880.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />19.00
<br />0.00
<br />669.00
<br />12,711.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />120.1
<br />REGULAR EXCAVATION
<br />889
<br />CY
<br />12,711.00
<br />689.00
<br />12 711.00
<br />18.00
<br />0.00
<br />881.00
<br />15,198.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />120.6
<br />EMBANKMENT COMPACTED IN PLACE)
<br />861
<br />CY
<br />15 498.00
<br />861.00
<br />15 498.00
<br />285.714
<br />CEMENTED COOUINA SHELL BASE 11 3 LIFTS
<br />2,260
<br />BY
<br />21'00
<br />47,460.00
<br />2.358.00
<br />49 478.00
<br />0.00
<br />2,356.00
<br />49,476.00
<br />104%
<br />0.00
<br />-98.00
<br />-2,016.00
<br />MILLING EXISTING ASPHALT PAVEMENT (1' AVG.
<br />300
<br />0.00
<br />3,484.00
<br />10,452.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />327.70.1
<br />DEPTH
<br />3,484
<br />BY
<br />10,452.00
<br />3,484.00
<br />10 452.00
<br />TYPE SPA 2.5 STRUCTURAL COURSE (TRAFFIC C) (FINE
<br />135.00
<br />0.00
<br />189.00
<br />25,515.00
<br />112%
<br />0.00
<br />-20.00
<br />-2,700.00
<br />334.1.13
<br />MIX 1.5
<br />169
<br />TN
<br />22 815.00
<br />189.00
<br />25 515.00
<br />TYPE SP -9.5 STRUCTURAL COURSE (TRAFFIC C) (FINE
<br />122.00
<br />0,00
<br />318.80
<br />38,819.80
<br />101%
<br />0.00
<br />-12.80
<br />-1,581.80
<br />334.1.13A
<br />MIX 1
<br />304
<br />TN
<br />37,088.00
<br />316.80
<br />30 649.60
<br />339.1
<br />MISCELLANEOUS ASPHALT 2
<br />4
<br />TN
<br />830.00
<br />3,320.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0%
<br />0.00
<br />4.00
<br />3,320.00
<br />425.1.351
<br />INLETS CURB E PS <10
<br />2
<br />EA
<br />3.200.00
<br />6,100.00
<br />2.00
<br />6,400.0
<br />0.00
<br />2.00
<br />8,400.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />425.1-521
<br />INLETS ITCH BOTTOM PEC <10
<br />1
<br />EA
<br />2,900.00
<br />2,900.00
<br />1.00
<br />2,900.001
<br />0.00
<br />1.00
<br />2,900.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />425.1.549
<br />MODIFY STRUCTURE MANHOLE
<br />I
<br />EA
<br />2,100.00
<br />2,100.00
<br />1.00
<br />2,100.00
<br />0.00
<br />1.00
<br />2,100.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />•
<br />3.500.00
<br />0.00
<br />1.00
<br />3,500.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />425.2.41
<br />MANHOLE P-7 <10
<br />I
<br />EA
<br />3,500.00
<br />1.00
<br />3,500.0
<br />425.5.1
<br />MANHOLE ADJUST(UTILITIES)
<br />1
<br />EA
<br />1'100'00
<br />1,100.00
<br />1.00
<br />1100.00
<br />0.00
<br />1,00
<br />1,100.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />430.174-115
<br />CONCRETE PIPE CULVERT IS -SD
<br />58
<br />LF
<br />33.00
<br />1,914.00
<br />58.00
<br />1911,00
<br />0.00
<br />58.00
<br />1,914.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />430.174.215
<br />ELLIPTICAL PIPE CULVERT ERCP 12' X18' SD
<br />100
<br />LF
<br />49.00
<br />4,900.00
<br />100.00
<br />4,900.0
<br />0.00
<br />100.00
<br />4,900.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />430-174.218
<br />ELLIPTICAL PIPE CULVERT ERCP 14' X23' SD
<br />130
<br />LF
<br />51.00
<br />8,830.00
<br />87.00
<br />4,437.00
<br />0.00
<br />87,00
<br />4,437.00
<br />67%
<br />0.00
<br />43.00
<br />2,193.00
<br />430174424
<br />ELLIPTICAL PIPE CULVERT, ERCP 19- X30• SD
<br />1e1
<br />LF
<br />S4'00
<br />8,694.00
<br />170.00
<br />9,100.00
<br />0.00
<br />170.00
<br />9.180.00
<br />106%
<br />0.00
<br />-9.00
<br />-486.00
<br />430904.625
<br />MITERED END SECTION CONCRETE 14'X23' SD
<br />1
<br />EA
<br />1,070.00
<br />1,070.00
<br />1.00
<br />1.07000
<br />0.00
<br />1.00
<br />1,070.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />430-984-629
<br />MITERED END SECTION CONCRETE 19'X30' SD
<br />I
<br />EA
<br />1,300.00
<br />1.300.00
<br />1.00
<br />1,300.0
<br />0.00
<br />1.00
<br />1,300.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />5201.10
<br />CONCRETE CURB 6 GUTTER E
<br />398
<br />LF
<br />10'40
<br />6,521.20
<br />377.00
<br />6,182.80
<br />0.00
<br />377.00
<br />6,182.80
<br />95%
<br />0.00
<br />21.00
<br />311.40
<br />522.2
<br />CONCRETE SIDEWALK AND DRIVEWAYS 8- THICK
<br />57
<br />BY
<br />56.00
<br />3,306.00
<br />71.00
<br />4,118.00
<br />0.00
<br />71.00
<br />4,118.00
<br />125%
<br />0.00
<br />-14.00
<br />-812.00
<br />5301.1
<br />GUARDRAIL(ROADWAY)
<br />50
<br />LF
<br />18'85
<br />812.50
<br />50.00
<br />842.50
<br />0.00
<br />50.00
<br />842.50
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />536.8
<br />GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY
<br />2
<br />EA
<br />2'700.00
<br />5,400.00
<br />2.00
<br />5.400.001
<br />0.00
<br />2.00
<br />5,400.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />536.85.26
<br />GUARDRAIL END ANCHORAGE ASSEMBLY E CRn
<br />2
<br />EA
<br />2,500.E
<br />S 000.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0%
<br />0.00
<br />2.00
<br />5,000.00
<br />2.00
<br />1 0,00
<br />6,340.00
<br />12,880.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />5701.2
<br />PERFORMANCE TURF SOD BAHIA
<br />6,340
<br />SY
<br />12,680.00
<br />6,340.00
<br />12 680.00
<br />r n�neam ae. aarN�rrar elvw.r awrn ae r • aaraH rwar..w„ r,.. on arra r rma...
<br />
|