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6601 Avenue Roadway Improvements
<br />Project No. 0545 0370
<br />Payment Application 29
<br />PR S APP
<br />n TO
<br />RIOD
<br />T a TAL COMP E D
<br />%
<br />MATERIALS
<br />BALANCE TO FINISH
<br />SCHEDULED VALUE
<br />Item No.
<br />Description
<br />[Unnt Quantity
<br />�..
<br />Unit uric, 1 Amoun[ QUANTITY -TOTAL
<br />7 t.Y••t Y'-
<br />?�e'dzl�'>dad""*+.;.rttr:c'`".��1r_�StO;w;t'$�fli,'
<br />;��„'�i�;F.o'4-;,����
<br />TOTAL
<br />a w �
<br />TOTAL ,
<br />I.f:'.ac
<br />STOKED
<br />QUANTITY ) TOTAL
<br />':;4Tv'i7
<br />�y� .
<br />7A l ti V11. •:..4141. ' 0 XVi o ��
<br />Si=p •�E`?,4.."T.' L"Ds`.l: �s:5�..`i��i:.i�.$Y
<br />. N-F;^It!7:PRO:IECT:-0646-8. STAV116+88:03:TO,STPS119+00 7; A
<br />101-1
<br />MOBILIZATION
<br />PROJ PHOTOGRAPHSNIDEOS 6 AERIAL PHOTO
<br />LS
<br />LS
<br />1.00
<br />1.00
<br />50,000.00
<br />325.00
<br />50,000.00
<br />325 00
<br />1.00
<br />1.00
<br />50000.00
<br />325.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />50,000.00
<br />325.00
<br />100%
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />101-1A
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />LS
<br />1.00
<br />30,000.00
<br />30,000.00
<br />1.00
<br />30,000.00
<br />0.00
<br />1.00
<br />30,000.00
<br />100%
<br />0.00
<br />0.00
<br />104-10-3
<br />SEDIMENT BARRIER
<br />FLOATING TURBIDITY BARRIER
<br />LF
<br />LF
<br />2 400.00
<br />110.00
<br />1.00
<br />8.00
<br />2 400.00
<br />880.00
<br />2 270.00
<br />0.00
<br />2 270.00
<br />0.00
<br />0.00
<br />0.00
<br />2,270.00
<br />0.00
<br />2,270.00
<br />0.00
<br />_
<br />95%
<br />0%
<br />130.00
<br />110.00
<br />130.00
<br />880.00
<br />104-11
<br />104-15
<br />SOIL TRACKING PREVENTION DEVICE
<br />EA
<br />2.00
<br />2,000.00
<br />4 000.00
<br />2.00
<br />4 000.00
<br />0.00
<br />2.00
<br />4000.00
<br />100%
<br />0.00
<br />0.00
<br />104-18
<br />INLET PROTECTION SYSTEM
<br />EA
<br />4.00
<br />80,00
<br />320.00
<br />4.00
<br />320,00
<br />0.00
<br />4.00
<br />320.00
<br />100%
<br />0.00
<br />0.00
<br />108-1
<br />AS -BUILT DRAWING (BY REGISTERED SURVEYOR)
<br />SURVEY CONTROL (INSTALURE-ESTABUSH)
<br />LS
<br />LS
<br />1.00
<br />1.00
<br />2,500.00
<br />10,000.00
<br />2,500.00
<br />10 000.00
<br />1.00
<br />1.00
<br />2 500.00
<br />10 000.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />2 500.00
<br />10,000.00
<br />100%
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />108-2
<br />108-3
<br />N.P,D.E.S. PERMITTING
<br />CLEARING -8 GRUBBING
<br />LS
<br />LS
<br />1.00
<br />1.00
<br />1 000.00
<br />9 000.00
<br />1,000.00
<br />9 000.00
<br />1.00
<br />1.00
<br />1 000.00
<br />9 000.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />1,000.00
<br />9,000.00
<br />100%
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />110-1-1
<br />120-1
<br />EXCAVATION REGULAR
<br />CY
<br />994.00
<br />3.50
<br />3 479.00
<br />994.00
<br />3 479.00
<br />0.00
<br />994.00
<br />3 479.00
<br />100%
<br />0.00
<br />0.00
<br />120-8
<br />EMBANKMENT, COMPACTED IN PLACE
<br />CY
<br />1,740,00
<br />4.50
<br />7 830.00
<br />_
<br />1 740.00
<br />7 830.00
<br />0.00
<br />1,740.00
<br />7,830.00
<br />100%
<br />0.00
<br />0.00
<br />121-70
<br />FLOWABLE FILL
<br />CY
<br />100.00
<br />155.00
<br />15 500,00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0,00
<br />0%
<br />100.00
<br />15,500.00
<br />160-4
<br />TYPE B STABILIZATION -(12" SUBGRADE LBR 40)
<br />SY
<br />1,320.00
<br />1.25
<br />1 650.00
<br />1 424.00
<br />1,780.00
<br />0.00
<br />1 424.00
<br />1,780.00
<br />108%
<br />-104,00
<br />-130.00
<br />285-709
<br />10" OPTIONAL BASE GROUP 9 (TWO LIFTS)
<br />SP ASPH CONCR-(TRAFF C)(SP-12.5) (1.751- - - -- -
<br />SY
<br />SY
<br />738,00
<br />•- 738.00
<br />11.50
<br />• - 14.00
<br />8 487.00
<br />10 332.00
<br />1 278.00
<br />1 278,00
<br />14 897.00
<br />17 892.00
<br />0.00
<br />0.00
<br />1,278.00
<br />1,278.00
<br />14,897.00
<br />17 892.00
<br />173%
<br />173%
<br />-
<br />-540.00
<br />-540.00
<br />-8,210.00
<br />-7,580.00
<br />334-1-13A-
<br />334-1-138
<br />SP ASPH CONCR (TRAFF C)(SP-9.5)(1")
<br />SY
<br />8 600.00
<br />8,00
<br />39 800.00
<br />4 972.00
<br />29 832.00
<br />0.00
<br />0.00
<br />0.00
<br />4,972.00
<br />1,437.00
<br />4.70
<br />29,832.00
<br />12,933.00
<br />858.00
<br />75%
<br />92%
<br />118%
<br />1,828.00
<br />119.00
<br />-0.70
<br />9,768.00
<br />1,071.00
<br />-98.00
<br />334.1-13C
<br />SP ASPH CONCR (TRAFF C)(SP-9.5) (1,25")
<br />SY
<br />1 556,00
<br />9.00
<br />14 004.00
<br />1 437.00
<br />12,933.00
<br />339-1
<br />MISCELLANEOUS ASPHALT PAVEMENT
<br />TN
<br />4.00
<br />140.00
<br />580.00
<br />4.70
<br />858.00
<br />350-1-1
<br />PLAIN CEMENT CONCRETE PAVEMENT, 8 "
<br />SY
<br />33.00
<br />28.00
<br />924.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0%
<br />33.00
<br />924.00
<br />400-0-11
<br />CONCRETE CLASS NS, GRAVITY WALL
<br />CY
<br />17.00
<br />500.00
<br />8 500.00
<br />14.85
<br />7,425,00
<br />0.00
<br />14.85
<br />7,425.00
<br />, 87%
<br />2.15
<br />1,075.00
<br />515-1-1
<br />STEEL GUIDERAIUHANDRAIL
<br />LF
<br />77.00
<br />38.00
<br />2 772.00
<br />129.00
<br />4 844.00
<br />0.00
<br />129.00
<br />4,844.00
<br />168%
<br />-52.00
<br />-1,872.00
<br />520-1-10
<br />CONCRETE CURB 8 GUTTER (TYPE F")
<br />LF
<br />2,171.00
<br />10.50
<br />22,795.50
<br />1,893.00
<br />19 876.50
<br />0.00
<br />1,893.00
<br />19,878.50
<br />87%
<br />278.00
<br />2,919.00
<br />520-1-70
<br />CONCRETE CURB & GUTTER (TYPE "E")
<br />LF
<br />12.00
<br />12,00
<br />144.00
<br />0,00
<br />0.00
<br />0.00
<br />0,00
<br />0.00
<br />0%
<br />12.00
<br />144.00
<br />522-2
<br />SIDEWALK CONCRETE, 8" THICK
<br />SY
<br />218.00
<br />30.00
<br />6 540,00
<br />306,89
<br />9 208.70
<br />0.00
<br />308.89
<br />9,208,70
<br />141%
<br />-88.89
<br />-2,886.70
<br />523-1
<br />PATTERNED/TEXTURED PAVEMENT, CONCRETE
<br />SY
<br />44.00
<br />60.00
<br />2 840.00
<br />44.00
<br />2 840.00
<br />0.00
<br />44.00
<br />2,840.00
<br />100%
<br />0.00
<br />0.00
<br />538-1
<br />GUARDRAIL, RESET
<br />LF
<br />100.00
<br />8.50
<br />850.00
<br />100.00
<br />850.00
<br />0.00
<br />100.00
<br />850.00
<br />100%
<br />0.00
<br />0.00
<br />830-1-12
<br />CONDUIT SIGNALS (F61) (UNDERGROUND)
<br />LF
<br />313.00
<br />2.50
<br />782.50
<br />313,00
<br />782,50
<br />0.00
<br />313.00
<br />782,50
<br />100%
<br />0.00
<br />0.00
<br />630.1-13
<br />CONDUIT SIGNALS(F&I) (UNDERPVMT SAWCUT) (2) "
<br />LF
<br />476.00
<br />9.25
<br />4 393.75
<br />475,00
<br />4 393,75
<br />0.00
<br />475.00
<br />4 393,75
<br />100%
<br />0.00
<br />0.00
<br />630-1-13A
<br />CONDUIT SIGNALS (FBI) (UNDERPVMT SAWCUT) (1)"
<br />LF
<br />475,00
<br />12.50
<br />5 937.50
<br />475.00
<br />5,937.50
<br />0,00
<br />475.00
<br />5 937.50
<br />100%
<br />0.00
<br />0.00
<br />830-1-22
<br />CONDUIT SIGNALS (F) (UNDERGROUND)
<br />LF
<br />950.00
<br />2.10
<br />1 995.00
<br />950.00
<br />1 995.00
<br />0.00
<br />950.00
<br />1,995.00
<br />100%
<br />0.00
<br />0.00
<br />832-7-1
<br />CABLE - SIGNAL (FBI)
<br />PI
<br />1.00
<br />7 000.00
<br />7 000.00
<br />1.00
<br />7 000.00
<br />0.00
<br />1.00
<br />7,000.00
<br />100%
<br />0.00
<br />0,00
<br />633-121.1
<br />CABLE -FIBER OPTIC (F81) (UNDERGROUND) (98 FIBER)
<br />LF
<br />150.00
<br />6.25
<br />937.50
<br />150.00
<br />937,50
<br />0.00
<br />150.00
<br />937,50
<br />100%
<br />0.00
<br />0.00
<br />835-1.11
<br />PULL 8 JUNCTION BOXES (F&I) (PULL BOX)
<br />EA
<br />21,00
<br />350.00
<br />7 350.00
<br />25.00
<br />8,750.00
<br />0.00
<br />25.00
<br />8,750,00
<br />119%
<br />-4.00
<br />-1,400.00
<br />839-1-21
<br />ELECTRICAL POWER SERVICE (SIGNALS)
<br />AS
<br />1.00
<br />1275.00
<br />1275.00
<br />1.00
<br />1,275.00
<br />0.00
<br />1.00
<br />1,275.00
<br />100%
<br />0.00
<br />0.00
<br />839-2-1
<br />ELECTRICAL SERVICE WIRE
<br />LF
<br />200.00
<br />2,15
<br />430.00
<br />200.00
<br />430.00
<br />0.00
<br />200.00
<br />430.00
<br />100%
<br />0.00
<br />0,00
<br />839-3-11
<br />ELECTRICAL SERVICE DISCONNECT (F81) (POLE)
<br />EA
<br />1.00
<br />330.00
<br />330.00
<br />1.00
<br />330.00
<br />0.00
<br />1.0D
<br />330.00
<br />100%
<br />0.00
<br />0.00
<br />641-2-12
<br />PRESTRESSED CONCR POLE (FBI) (TYPE P-11 SVC POLE
<br />EA
<br />1,00
<br />925.00
<br />925.00
<br />1.00
<br />925.00
<br />0.00
<br />1,00
<br />925,00
<br />100%
<br />0.00
<br />0.00
<br />848-1-11
<br />ALUMINUM SIGNALS POLE (FBI) (PEDESTAL)
<br />EA
<br />7.00
<br />810.00
<br />5 870.00
<br />7.00
<br />5 670.00
<br />0,00
<br />0.00
<br />7.00
<br />1.00
<br />5,870.00
<br />25,500.00
<br />100%
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />649.31-103
<br />MAST ARM ASSY (F81) 150 SGL ARM W/O LUM (60')
<br />EA
<br />1.00
<br />25 500.00
<br />25 500.00
<br />1,00
<br />25 500,00
<br />649-31-104
<br />MAST ARM ASSY (F81) 150 SGL ARM W/O LUM (70,5')
<br />EA
<br />2.00
<br />32,000.00
<br />64,000.00
<br />2,00
<br />64,000.00
<br />0.00
<br />2,00
<br />84,000.00
<br />100%
<br />0.00
<br />0.00
<br />649-31-119
<br />MAST ARM ASSY (F61) 150 DUAL ARM W LUM (70.5'-70.5')
<br />EA
<br />1.00
<br />45 000.00
<br />45 000.00
<br />1.00
<br />45 000.00
<br />0.00
<br />1.00
<br />45 000.00
<br />100%
<br />0.00
<br />0.00
<br />650-51-311
<br />TRAFFIC SIGNAL (F81) (3 SECTION 1 WAY) (STD)
<br />AS
<br />11.00
<br />740.00
<br />8,140.00
<br />11.00
<br />8,140,00
<br />0.00
<br />11.00
<br />8 140.00
<br />100%
<br />0.00
<br />0.00
<br />850-51.511
<br />TRAFFIC SIGNAL (F81) (5 SECTION 1 WAY) (STD)
<br />AS
<br />8.00
<br />1,200.00
<br />7,200.00
<br />8.00
<br />7,200.00
<br />0.00
<br />8,00
<br />7,200.00
<br />100%
<br />0.00
<br />0.00
<br />
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