|
Pay Appticallon far Ict Shy,. SW tird Awn.
<br />IRC PROJECT 60. 1232
<br />PAY APP NO. FINAL (11)
<br />72
<br />SCHEDULED VALUE
<br />PREVIOUS APPLICATION
<br />THIS PERIOD
<br />TOTAL COMPLETED
<br />% MATERIALS
<br />BALANCE TO FINISH
<br />Item No.
<br />09489Or6i0.0M471,41Ja.M,i!gli,,,;:e;44.CiiNiF.,,MCLT4(14'
<br />ciliiiliWI[87,4
<br />'tegA;iioliiittriiiiiii4r-rtri
<br />41i4ii6"ii"iiii:,;.?
<br />diiiiierrii:Fiiiiiiiiiiii*T-
<br />'3 --QUANT rrSia
<br />:Miiiii'iieZ.;.',17;aisag0
<br />101-1
<br />MOBILIZATION
<br />LS
<br />1
<br />120,000.00
<br />120,000.00
<br />1.00
<br />120000.00
<br />0.00
<br />1.00
<br />120000.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />LS
<br />1
<br />65,000.00
<br />65,000.00
<br />1.00
<br />65,000.00
<br />0.00
<br />1.00
<br />65,000.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />102-99
<br />CHANGEABLE VARIABLE MESSAGE SIGN
<br />PD
<br />480
<br />45 00
<br />21,600.00
<br />480.00
<br />21,600.00
<br />0.00
<br />480.00
<br />21,600.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />104-10-3
<br />SEDIMENT BARRIER
<br />LF
<br />4,307
<br />110
<br />4,73720
<br />4,737.00
<br />4,510.00
<br />-207.00
<br />-227 70
<br />4,530.00
<br />4,983.00
<br />105.18%
<br />0.00
<br />-223.00
<br />-245.30
<br />104-18
<br />INLET PROTECTION SYSTEM
<br />EA
<br />39
<br />13800
<br />5,382.00
<br />39.00
<br />5,382.00
<br />0.00
<br />39.00
<br />5,382.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />108-1
<br />AS -BUILT DRAWING1 (BY REGISTERED LAND SURVEYOR)
<br />LS
<br />22.000.00
<br />22,000.00
<br />1.00
<br />22,000.00
<br />0.00
<br />1.00
<br />22,000.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />108-2
<br />SURVEY CONTROL (INSTALURE-ESTABUSH)
<br />LS1
<br />27,00000
<br />27,000.00
<br />1.00
<br />27,000.00
<br />0.00
<br />1.00
<br />27,000.00
<br />10900%
<br />0.00
<br />0.00
<br />0.00
<br />110-1-1
<br />CLEARING AND GRUBBING
<br />LS
<br />1
<br />70,00000
<br />70,000.00
<br />1.00
<br />70,000.00
<br />0.00
<br />1.00
<br />70,000.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />110-7-1
<br />MAILBOX. RELOCATION
<br />EA6
<br />15000
<br />moo
<br />6.00
<br />900.00
<br />0.00
<br />6.00
<br />900.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />120-1
<br />REGULAR EXCAVATION
<br />CY
<br />7,266
<br />900
<br />65,394.00
<br />7,266.00
<br />65,394.00
<br />0.00
<br />7,266.00
<br />65,394.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />120,6
<br />EMBANKMENT
<br />CY
<br />5,396
<br />1500
<br />80,940.00
<br />5,396.00
<br />80,940.00
<br />2,658.00
<br />39,870.00
<br />8,054.00
<br />120,810.00
<br />149.26%
<br />0.00
<br />-2,658.00
<br />-39,870.00
<br />160-4
<br />TYPE "El" STABILIZATION (12" SUBGRADE LBR 40)
<br />SY
<br />11,776
<br />1.75
<br />20,608.00
<br />11,776.00
<br />20,608.00
<br />-1,068.00
<br />-1,869.00
<br />10,708.00
<br />18,739.00
<br />90.93%
<br />0.00
<br />1,068.00
<br />1,869.00
<br />285-706
<br />OPTIONAL BASE, BASE GROUP 08.8" CEMENTED
<br />COQUINA SHELL BASE, LBR 100, 2 LIFTS
<br />SY
<br />10,682
<br />1020
<br />108,956.40
<br />9,614.00
<br />98,062.80
<br />0.00
<br />9,614.00
<br />98,062.80
<br />90.00%
<br />0.00
<br />1,068.00
<br />10,893.60
<br />2864
<br />TURNOUT CONSTRUCTION (CONCRETE)
<br />SY
<br />97
<br />44.80
<br />4,345.60
<br />97.00
<br />4,345.60
<br />0.00
<br />97.00
<br />4,345.60
<br />100.0096
<br />0.00
<br />0.00
<br />0.00
<br />327-70-6
<br />MILLING EXISTING ASPHALT PAVEMENT, 1-1/2" AVG.
<br />DEPTH
<br />SY
<br />1,203
<br />7.45
<br />8,962.35 -
<br />1,203.00
<br />8,962.35
<br />0.00
<br />1,203.00
<br />8,962.35
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />334-1-13
<br />,
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (S.P.
<br />12.5, 1-3/4" THICK)
<br />SY
<br />10,170
<br />9.85
<br />100,174.50
<br />9,153.00
<br />90,157.05
<br />0.00
<br />9,153.00
<br />90,157.05
<br />90.00%
<br />0.00
<br />1,017.00
<br />10,017.45
<br />334-1-136
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (S.P.
<br />9.5, 1-1/4" THICK)
<br />SY
<br />11,373
<br />8.70
<br />98,945.10
<br />9,098.00
<br />79,152,50
<br />0.00
<br />9,098.00
<br />79,152.60
<br />80.0004
<br />0.00
<br />2,275.00
<br />19,792.50
<br />334-1-13B
<br />SUPERPAVE ASPHALTIC CONCRETE, OVERBUILD (S.P.
<br />12.5, THICKNESS VARIES)
<br />TN
<br />600
<br />106.40
<br />53,840.00
<br />317.58
<br />33,790.51
<br />0.00
<br />317.58
<br />33,790.51
<br />52.93%
<br />0.00
<br />282.42
<br />30,049.49
<br />425.10
<br />YARD DRAIN
<br />EA
<br />1
<br />152003
<br />1,520.00
<br />1.00
<br />1,520.00
<br />0.00
<br />1.00
<br />1,52000
<br />1010004
<br />000
<br />0.00
<br />0.00
<br />425-1-361
<br /><
<br />INLETS. CURB, TYPE P-6, 10'
<br />EA
<br />1
<br />6674.00
<br />3,674.03
<br />1.00
<br />3,674.00
<br />0.00
<br />1.00
<br />3,674.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-1-451
<br />INLETS, CURB, TYPE J-5. <10
<br />E51
<br />4606.00
<br />4,906.00
<br />1.00
<br />4,906.00
<br />0.00
<br />1.00
<br />4,906.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-1-521
<br />INLETS, DT 607, TYPE C„<10'
<br />EA
<br />11
<br />1,598.00
<br />17,556.00
<br />11.00
<br />17,556.00
<br />0.00
<br />11.00
<br />17.556.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-1-553
<br />INLETS, DT BOT, TYPE E, J BOT ,<10'
<br />EA7
<br />7,302.00
<br />51,114.00
<br />7.00
<br />51,114.00
<br />0.00
<br />7.00
<br />51,114.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-1-583
<br />INLETS, DT BOT, TYPE H, J BOT MO'
<br />561
<br />8,17900
<br />8,179.00
<br />100
<br />8,179.00
<br />0.00
<br />1.00
<br />8,179.00
<br />100.00%
<br />0.00
<br />0.00
<br />OM
<br />425-1-91
<br />INLETS, CLOSED FLUME
<br />063
<br />84 3,1.00
<br />9,552.00
<br />2.00
<br />6,368.00
<br />0.00
<br />2.00
<br />6,36800
<br />66.67%
<br />0.00
<br />1.00
<br />3,184.00
<br />425-2-41
<br />MANHOLES, P-7, <10'
<br />EA
<br />1
<br />2,596.00
<br />2,596.00
<br />1.00
<br />2,596.00
<br />0.00
<br />1.00
<br />2,596.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-2-71
<br />MANHOLES, J-7, <40'
<br />EA
<br />8
<br />3,872.00
<br />30,97660
<br />8.00
<br />30,976.00
<br />0.00
<br />8.00
<br />30,976.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-6
<br />VALVE BOXES, ADJUST
<br />EA
<br />12
<br />150.00
<br />1,800.00
<br />12.00
<br />1,800.00
<br />0.00
<br />12.00
<br />1,800.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />430-174-112
<br />PIPE CULVERT, ROUND, 12" SO (CAP)
<br />LF
<br />130
<br />2675
<br />3,347.50
<br />45.00
<br />1,158.75
<br />-10.00
<br />-257.50
<br />35.00
<br />901.25
<br />26.92%
<br />0.00
<br />95.00
<br />2,446.25
<br />PAY APP NO. FINAL (11)
<br />72
<br />
|