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13th Street SW at 58th Avenue
<br />IRC Project No. 0053013
<br />Pay Appllcation8
<br />Revision #1
<br />SCHEDULED VALUE PR la A
<br />SPE
<br />AL OM
<br />%
<br />MATERIALS
<br />BALANCE TO FINISH
<br />Item No. fOescription 'Unit( Quantity
<br />Unit Price ( Amount QUANTITY TOTAL
<br />QUANTITY L TOTAL
<br />QUANTITY j TOTAL
<br />STORED
<br />QUANTITY 1 TOTAL
<br />s`RFM'- ^li R,l •:p ":'r� .'11 „-L:Let': :lir.
<br />:.x::, u•.1+^::'�„r-..,7.�.�.k � .,�::,.r.,.��'=-. ��;1_, ..... -. -�:a, - .... •z�.
<br />.;"" to}itTi .j;t...Kn; 1l'i 7�- �2':t5e.. 'Y.."1. L�?t
<br />.... -
<br />m:r.��.->: ,.t, f :�. ,,..�,..-...I�,x; ?,-.�.<...• .,,.;x,
<br />.f t.P.f,.�T]5•iR�`"a '�'.
<br />. Y . 1. K
<br />... ......... .. „
<br />..1:n:. Iry-..T; Z?it+ 1./.%.
<br />4G4-afr:r�+x'r.c.�r. r.. ..:
<br />:* l ,P.7:
<br />" ��,;._
<br />r �� . a., t
<br />IWi!,� �! . } •
<br />��,r,.-T,.Y•"lr).,..�1�-�.)C tI`SN','i�k:':
<br />ROADWAY IMPROVEMENTS
<br />101-1
<br />MOBILIZATION
<br />LS
<br />1.00
<br />129850.00
<br />129,850.00
<br />1.00
<br />129,850.00
<br />0.00
<br />1.00
<br />129,850.00
<br />100%
<br />0.00
<br />0.00
<br />102-1
<br />MAINT. OF TRAFFIC
<br />LS
<br />1.00
<br />24,070.00
<br />24,070.00
<br />1.00
<br />24,070.00
<br />0.00
<br />1.00
<br />24,070.00
<br />100%
<br />0.00
<br />0.00
<br />104-1
<br />EROSION 8 WATER POLLUTION CONTROL
<br />LS
<br />1.00
<br />6,300.00
<br />6.300.00
<br />1.00
<br />6,300.00
<br />0.00
<br />1.00
<br />8,300.00
<br />100%
<br />0.00
<br />0.00
<br />108-1
<br />AS -BUILT DRAWING (BY REGISTERED SURVEYOR),
<br />LS
<br />1.00
<br />3 180.00
<br />3,180.00
<br />1.00
<br />3,180.00
<br />0.00
<br />1.00
<br />3,180.00
<br />100%
<br />0.00
<br />0.00
<br />110
<br />MAILBOX RELOCATION
<br />EA
<br />3.00
<br />120.00
<br />360.00
<br />3.00
<br />1 360.00
<br />0.00
<br />3.00
<br />360.00
<br />100%
<br />0.00
<br />0.00
<br />110-1-1
<br />CLEARING 8 GRUBBING
<br />LS
<br />1.00
<br />20 510.00
<br />20,510.00
<br />1.00
<br />20,510.00
<br />0.00
<br />1.00
<br />20,510.00
<br />100%
<br />0.00
<br />0.00
<br />120-1
<br />EXCAVATION REGULAR
<br />CY
<br />1,608.00
<br />7.25
<br />11,658.00
<br />1,608.00
<br />11,658.00
<br />0,00
<br />1,608.00
<br />11,658.00
<br />100%
<br />0.00
<br />0.00
<br />120-8
<br />EMBANKMENT
<br />CY
<br />8,319.00
<br />7.70
<br />64,056.30
<br />8,319.00
<br />:54,056.30
<br />0.00
<br />8,319.00
<br />84,056.30
<br />100%
<br />0.00
<br />0.00
<br />160.4.1,
<br />TYPE B STABILIZATION - 12" SUBGRADE LBR 40
<br />SY
<br />9,816.00
<br />4.00
<br />- 39,284,00
<br />9,816.00
<br />139,264.00
<br />0.00
<br />9,816.00
<br />39,264.00
<br />100%
<br />0.00
<br />0.00
<br />285-706
<br />8" CEMENTED COQUINA SHELL BASE (2 LIFTS)
<br />SY
<br />3,507.00
<br />12.50
<br />43 837.50
<br />3,507.00
<br />43,837.50
<br />0.00
<br />3,507.00
<br />43,837.50
<br />100%
<br />0.00
<br />0.00
<br />285-706A
<br />8" COMPACTEDNASPHALT MILLINGS (2 LIFTS)
<br />SY
<br />5,395.00
<br />7.00
<br />37,765.00
<br />5,729.00
<br />'40,103.00
<br />0.00
<br />5,729.00
<br />40,103.00
<br />106%
<br />-334.00
<br />-2 338.00
<br />334-1-113
<br />SP ASPH CONC (TRAFFIC C1(SP-9.5](1")
<br />SY
<br />3,694.00
<br />7.65
<br />28.259.10
<br />3,315.00
<br />.25,359.75
<br />0.00
<br />3,315.00
<br />25,359.75
<br />905'.
<br />379.00
<br />2 899.35
<br />334-1-13A
<br />SP ASPH CONC (TRAFFIC CISP-12.5)(1.5")
<br />SY
<br />3,694.00
<br />9.20
<br />33,984.80
<br />3,828.00
<br />35,217.60
<br />0.00
<br />3 828.00
<br />35.217.60
<br />104%
<br />-134.00
<br />-1,232.80
<br />339-1
<br />MISC ASPHALT (2")(GUARDRAIL)
<br />TN
<br />10.00
<br />218.00
<br />2,180.00
<br />10.00
<br />2,180.00
<br />0.00
<br />10.00
<br />2,180.00
<br />10096
<br />0.00
<br />0.00
<br />425-1-521
<br />INLET (TYPE Cx<10')
<br />EA
<br />4.00
<br />1,530.00
<br />8,120.00
<br />4.00
<br />6.120.00
<br />0.00
<br />4.00
<br />6,120.00
<br />100%
<br />0.00
<br />0.00
<br />425-1-551
<br />INLET (TYPE E){<10')
<br />EA
<br />3.00
<br />2,640.00
<br />7,920.00
<br />3.00
<br />7,920.00
<br />0.00
<br />3.00
<br />7,920.00
<br />100%
<br />0.00
<br />0.00
<br />430-174-112
<br />ALUMINIZED CORRUGATED METAL PIPE (12")
<br />LF
<br />143.00
<br />35.00
<br />5,005.00
<br />143.00
<br />5,005.00
<br />0.00
<br />143.00
<br />5.005.00
<br />100%
<br />0.00
<br />0.00
<br />430-174-115
<br />ALUMINIZED CORRUGATED METAL PIPE (15")
<br />LF
<br />20.00
<br />37.00
<br />740.00
<br />20.00
<br />740.00
<br />0.00
<br />20.00
<br />740.00
<br />100%
<br />0.00
<br />0.00
<br />430-174-118
<br />ALUMINIZED CORRUGATED METAL PIPE (181
<br />LF
<br />25.00
<br />44.00
<br />1,100.00
<br />25.00
<br />1,100.00
<br />0.00
<br />25.00
<br />1,100.00
<br />100%
<br />0.00
<br />0.00
<br />430-174-124
<br />ALUMINIZED CORRUGATED METAL PIPE (241
<br />LF
<br />285.00
<br />59.00
<br />16,815.00
<br />285.00
<br />16,815.00
<br />0.00
<br />285.00
<br />16,815.00
<br />100%
<br />0.00
<br />0.00
<br />430-174-142
<br />ALUMINIZED CORRUGATED METAL PIPE (47)
<br />LF
<br />20.00
<br />163.00
<br />3,260.00
<br />20.00
<br />3,260.00
<br />0.00
<br />20.00
<br />3,260.00
<br />100%
<br />0.00
<br />0.00
<br />430-175-142
<br />CONCRETE PIPE CULVERT (CLASS 31(47]
<br />LF
<br />56.00
<br />118.00
<br />6,608.00 .
<br />56.00
<br />+ 6,608.00
<br />0.00
<br />56.00
<br />6,608.00
<br />100%
<br />0.00
<br />0.00
<br />430-175-160
<br />CONCRETE PIPE CULVERT (CLASS 3x601
<br />LF
<br />72.00
<br />212.00
<br />15,264.00
<br />72.00
<br />15,264.00
<br />0.00
<br />72.00
<br />15 264.00
<br />100%
<br />0.00
<br />0.00
<br />430-175-184
<br />CONCRETE PIPE CULVERT (CLASS 31(841
<br />LF
<br />200.00
<br />410.00
<br />82,000.00
<br />200.00
<br />82,000.00
<br />0.00
<br />200.00
<br />82,000.00
<br />100%
<br />0.00
<br />0.00
<br />520-1-10
<br />CONC CURB & GUTTER (TYPE F)
<br />LF
<br />131.00
<br />18.00
<br />2,358.00
<br />131.00
<br />2,358.00
<br />0.00
<br />131.00
<br />2,358.00
<br />100%
<br />0.00
<br />0.00
<br />522-2
<br />CONC SIDEWALK 6' THICK
<br />SY
<br />411.00
<br />40.00
<br />16,440.00
<br />418.00
<br />16,720.00
<br />0.00
<br />418.00
<br />16,720.00
<br />102%
<br />-7.00
<br />-280.00
<br />530-3-4
<br />ROCK -RUBBLE RIP -RAP
<br />TN
<br />1,295.00
<br />48.00
<br />59,570.00
<br />1,535.00
<br />70,610.00
<br />0.00
<br />1,535.00
<br />70,810.00
<br />119%
<br />-240.00
<br />-11,040.00
<br />531-1-1
<br />GUARDRAIL
<br />LF
<br />398.00
<br />24.00
<br />9,552.00
<br />398.00
<br />9,552.00
<br />0.00
<br />398.00
<br />9,552.00
<br />100%
<br />0.00
<br />0.00
<br />536-8-1
<br />G/R BRIDGE ANCHORAGE ASMBLY (F81)
<br />EA
<br />4.00
<br />2,420.00
<br />9,680.00
<br />4.00
<br />9,680.00
<br />0.00 -
<br />4.00
<br />9,680.00
<br />100%
<br />0.00
<br />0.00
<br />536-85-22
<br />G/R (MELT) END ANCHORAGE ASMBLY
<br />EA
<br />2.00
<br />2015.00
<br />4,030.00
<br />2.00
<br />4,030.00
<br />0.00
<br />2.00
<br />4,030.00
<br />100%
<br />0.00 '
<br />0.00
<br />536.65.24
<br />G/R (ET2000) END ANCHORAGE ASMBLY
<br />EA
<br />2.00
<br />2,269.00
<br />4,538.00
<br />2.00
<br />4,538.00
<br />0.00
<br />2.00
<br />4,538.00
<br />100%
<br />0.00
<br />0.00
<br />838-85.26
<br />G/R (CRT) END ANCHORAGE ASMBLY
<br />EA
<br />4.00
<br />2,102.00
<br />8,408.00
<br />4.00
<br />8,408.00
<br />0.00
<br />4.00
<br />8,408.00
<br />100%
<br />0.00
<br />0.00
<br />570-1-2A
<br />PERF TURF - SOD (BAHIA)
<br />SY
<br />11,207.00
<br />1.65
<br />18,491.55
<br />12,627.00
<br />20.834.55
<br />0.00
<br />12,627.00
<br />20,834.56
<br />113%
<br />-1,420.00
<br />-2,343.00
<br />570.1.28
<br />PERF TURF - SOD (FLORATAM)
<br />SY
<br />491.00
<br />2.95
<br />1,448.45
<br />389.00
<br />' 1,147.55
<br />0.00
<br />389.00
<br />1,147.55
<br />79%
<br />102.00
<br />300.90
<br />700-1-11
<br />SGL POST SIGN (R1-1, STOP) WITH STREET SIGN
<br />EA
<br />2.00
<br />435.00
<br />870.00
<br />2.00
<br />870.00
<br />0.00
<br />2.00
<br />870.00
<br />100%
<br />0.00 •
<br />0.00
<br />700-1-11A
<br />SGL POST SIGN (R2-1) 45 MPH
<br />EA
<br />1.00
<br />435.00
<br />435.00
<br />1.00
<br />435.00
<br />0.00
<br />1.00
<br />435.00
<br />100%
<br />0.00
<br />0.00
<br />700-1-11B
<br />SGL POST SIGN (W3-1) STOP AHEAD
<br />EA
<br />1.00
<br />435.00
<br />435.00
<br />1.00
<br />435.00
<br />0.00
<br />1.00
<br />435.00
<br />100%
<br />0.00
<br />0.00
<br />700-1-11C
<br />SGL POST SIGNACASE-1)
<br />EA
<br />4.00
<br />435.00
<br />1,740.00
<br />4.00
<br />1,740,00
<br />0.00
<br />4.00
<br />1,740.00
<br />100%
<br />0.00
<br />0.00
<br />700-1-110
<br />SOL POST SIGN (W1-7)
<br />EA
<br />1.00
<br />435.00
<br />435.00
<br />1.00
<br />435.00
<br />0.00
<br />1.00
<br />435.00
<br />100%
<br />0.00
<br />0.00
<br />700.1-11E
<br />SGL POST SIGN (SIDEWALK ENDS) 12X18'
<br />EA
<br />1.00
<br />435.00
<br />435.00
<br />1.00
<br />435.00
<br />0.00
<br />1.00
<br />435.00
<br />100%
<br />0:00
<br />0.00
<br />706-3
<br />RPM BI-DIRECTIONAL AMBER/AMBER
<br />EA
<br />132.00
<br />4.90
<br />648.80
<br />84.00
<br />411.60
<br />0.00
<br />84.00
<br />411.60
<br />64%
<br />48.00
<br />235.20
<br />706-3-1
<br />RPM MONO DIRECT WHITE/CLEAR
<br />EA
<br />8.00
<br />4.90 .
<br />39.20
<br />8.00
<br />29.40
<br />0.00
<br />6.00
<br />29.40
<br />75%
<br />2.00
<br />9.80
<br />711-11-121
<br />THERMO SOLID TS 8" WHITE
<br />LF
<br />1,621.00
<br />1.15
<br />1 864.15
<br />1,697.00
<br />. 1,951.55
<br />0.00
<br />1,697.00
<br />1,951.55
<br />105%
<br />-76.00
<br />-87.40
<br />711-11-125
<br />THERMO SOLID TS 24" WHITE
<br />LF
<br />29.00
<br />4,35
<br />126.15
<br />30.00
<br />141ErtSII 1 rr,
<br />3
<br />0.00
<br />30.00
<br />130.50
<br />103%
<br />-1.00
<br />-4.35
<br />
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