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13111 Street SW at 5811, Avenue
<br />IRC Project No. 00530B
<br />Pay Application3
<br />Revision #1
<br />SCHEDULED v
<br />ATION THIS PERIOD I YOTAL 0 MP1 ED I % I MA
<br />BALANCE T
<br />Item No.
<br />'Description
<br />Unit!
<br />Quantity
<br />Unit Price
<br />Amount
<br />QUANTITY TOTAL
<br />QUANTITY
<br />TOTAL
<br />QUANTITY
<br />TOTAL
<br />STORED
<br />QUANTITY
<br />TOTAL
<br />711-11-151
<br />THERMO SKIP TS 6' WHITE 6.10'
<br />LF
<br />156.00
<br />1.15
<br />179.40
<br />156.00
<br />179.40
<br />0.00
<br />156.00
<br />179,40
<br />100%
<br />0.00
<br />0.00
<br />711-11.170
<br />THERMO WHITE DIRECTIONAL ARROW (LEFT ONL)
<br />EA
<br />2.00
<br />10300
<br />206.00
<br />2.00
<br />' 206.00
<br />0.00
<br />2.00
<br />206.00
<br />100%
<br />0.00
<br />0.00
<br />711-11-170A
<br />THERMO WHITE DIRECTIONAL ARROW (RIGHT ONt
<br />EA
<br />2.00
<br />103 00
<br />206.00
<br />2.00
<br />206.00
<br />0.00
<br />2 00
<br />206.00
<br />100%
<br />0.00
<br />0.00
<br />711-11-221
<br />THERMO SOUD TS DBL 6' YELLOW
<br />LE
<br />1,169.00
<br />2.30
<br />2.688.70
<br />1 145.00
<br />2.633.50
<br />0.00
<br />1,145.00
<br />2.633.50
<br />98%
<br />24.00
<br />55 20
<br />711-11-224
<br />THERMO SOLID TS 18- YELLOW
<br />LF
<br />136.00
<br />3.15
<br />434,70
<br />151.00
<br />475.65
<br />0.00
<br />151.00
<br />475.55'
<br />109%
<br />•13.00
<br />-40.95
<br />13TH STREET SW BRIDGE IMPROVEMENTS
<br />101-1
<br />MOBILIZATION
<br />LS
<br />1.00
<br />32.61500
<br />32.615,00
<br />1.00
<br />' 32,615.00
<br />0.00
<br />1.00
<br />32.615.00
<br />100%
<br />0.00
<br />0.00
<br />110.3
<br />DEMOLITION OF EXISTING BRIDGE
<br />LS
<br />100
<br />11,960 00
<br />11.96000
<br />1.00
<br />11.980.00
<br />0.00
<br />1.00
<br />11 960.00
<br />100%
<br />0.00
<br />0.00
<br />339-14
<br />MISCELLANEOUS ASPHALT
<br />TN
<br />5.00
<br />21800
<br />1,090,00
<br />5.00
<br />1.090.00
<br />0 00
<br />5.00
<br />1 090.00
<br />100%
<br />000
<br />0.00
<br />400-2.4
<br />CLASS II CONCRETE FOR SIDEWALKS
<br />CY
<br />7.50
<br />543.00
<br />4,072.50
<br />7.50
<br />4.072.50
<br />0 00
<br />7.50
<br />4.072.50
<br />100%
<br />0.00
<br />000
<br />400-2-4A
<br />CLASS a CONCRETE FOR CLOSURE POURS BETWI
<br />CY
<br />15.80
<br />435.00
<br />6,873.00
<br />'5.80
<br />6,873.00
<br />0.00
<br />15,80
<br />6.873.00
<br />100%
<br />0.00
<br />0.00
<br />400.2-5
<br />CLASS II CONCRETE FOR PILES CAPS
<br />CY
<br />79.00
<br />380.00
<br />30.020.00
<br />79.00
<br />30.020.00
<br />0.00
<br />79.00
<br />30.020 00
<br />100%
<br />000
<br />0.00
<br />400.2.10
<br />CLASS II CONCRETE FOR APPROACH SLABS
<br />CY
<br />98.00
<br />380.00
<br />37 240.00
<br />98.00
<br />' 37,240.00
<br />000
<br />98.00
<br />37.240.00
<br />100%
<br />000
<br />000
<br />415.1.4
<br />REINFORCING STEEL FOR CLOSURE POURS BETV1
<br />LBS
<br />990.00
<br />3.25
<br />3.217,50
<br />990.00
<br />3.217.50
<br />0.00
<br />990 00
<br />3.217.50
<br />100%
<br />0.00
<br />0.00
<br />415-1.4A
<br />REINFORCING STEEL FOR SIDEWALKS
<br />LBS
<br />354.00
<br />760
<br />2.690.40
<br />354.00
<br />2.690.40
<br />0.00
<br />354.00
<br />2.650.40
<br />100%
<br />0 00
<br />0.00
<br />415-1.5
<br />REINFORCING STEEL FOR PILES CAPS
<br />LBS
<br />14,243.00`
<br />1.40
<br />19.940.20
<br />14,243.00
<br />. 19.940.20
<br />0.00
<br />14.243.00
<br />19.940.20
<br />100%
<br />0.00
<br />0.00
<br />415-1-9
<br />REINFORCING STEEL FOR APPROACH SLABS
<br />LBS
<br />15.832.00
<br />1.40
<br />22,164.80
<br />15.832.00
<br />' 22.164.80 '
<br />000
<br />15.832.00
<br />22,164.80
<br />100%
<br />000
<br />450.88-18
<br />18'X4'51X36' PRESTRESSED DECK SLABS
<br />LF
<br />432.00
<br />299.00
<br />129 168.00
<br />432.00
<br />129.168 00
<br />0.00
<br />432.00
<br />129,168.00
<br />100%
<br />0.00
<br />0.00
<br />450.88-18A
<br />18'X4'8"X36' PRESTRESSED DECK SLABS
<br />LF
<br />72.00
<br />299.00
<br />21.528.00
<br />72.00
<br />21.528.00
<br />0.00
<br />72.00
<br />21.528.00
<br />100%
<br />0.00
<br />0.00
<br />455.14.5
<br />81(8'X14' PRECAST CONCRETE SHEET WALL
<br />LF
<br />56.00
<br />326.00 18,256.00
<br />56.00
<br />18.256.00
<br />0.00
<br />58.00
<br />18.256.00
<br />100%
<br />0.00
<br />0.00
<br />455-14-5A
<br />8-X8'X14' PRECAST CONCRETE SHEET WALL
<br />LF
<br />308.00
<br />201.00 61.908.00
<br />308.00
<br />61,908.00
<br />0.00
<br />308.00
<br />61,908.00
<br />100%
<br />0.00
<br />0.00
<br />455-34.2
<br />14' SOUARE X 30' MINIMUM (WING BENT)
<br />LF
<br />360.00
<br />52.00 15,720 00
<br />360.00
<br />: 18.720.00
<br />0.00
<br />360.00
<br />18,720.00
<br />100%
<br />0.00
<br />0.00
<br />455-34-3
<br />18' SQUARE X 45' MINIMUM
<br />LF
<br />810.00
<br />76.00 61.560.00
<br />630 00
<br />47.880 00
<br />0.00
<br />630.00
<br />47.880.00
<br />78%
<br />180.00
<br />13.680.00
<br />455-143-3
<br />16' SOUARE X 60' MINIMUM (TEST PILE)
<br />LF
<br />12000
<br />163,00 19.560.00
<br />120.00
<br />19.560.00
<br />0.00
<br />120.00
<br />19.560.00
<br />100%
<br />0.00
<br />0.00
<br />460.70.2
<br />ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAIUN
<br />LF
<br />74.00
<br />53.00 3.922.00
<br />74.00
<br />, 3,922.00
<br />0.00
<br />74.00
<br />3,922.00
<br />100%
<br />0.00
<br />0.00
<br />521-5-1
<br />CONCRETE TRAFFIC RAILING BARRIER (32' F SHAT
<br />LF
<br />37.00
<br />218.00 8,066.00
<br />37.00
<br />8,066.00
<br />0.00
<br />37.00
<br />8,066.00
<br />100%
<br />0.00
<br />0.00
<br />521.5.4
<br />CONCRETE TRAFFIC RAILING BARRIER (32" VERTIC
<br />IS
<br />37.00
<br />250.00 9.250.00
<br />37.00
<br />9.250.00
<br />0.00
<br />37.00
<br />9.250.00
<br />100%
<br />0.00
<br />0.00
<br />521-72-3
<br />SHOULDER CONCRETE BARRIER WALL
<br />LF
<br />72.00
<br />408.00 29,376.00
<br />72.00
<br />. 29,376 00
<br />0.00
<br />72.00
<br />29.376.00
<br />100%
<br />0.00
<br />0.00
<br />1050.112.12
<br />4- PVC CONDUIT
<br />LF
<br />148.00
<br />18.00 2.664.00
<br />376.00
<br />6.768.00
<br />0.00
<br />376.00
<br />8.768.00
<br />254%
<br />.228.00
<br />•4.104.00
<br />SUBTOTAL
<br />SUBTOTAL1,291.�,225.20
<br />0.00
<br />1,295,515.25
<br />0.00
<br />-4.290.05
<br />K:;.:27'="67,Y;..22
<br />:o;cin7. • Ipr,i14b^i lrAF.A:• '+�k1:. i454., ti: Y:ti.' :..7;s?t;"y
<br />1
<br />..•1c'[Hs+4St_`:,fir:.-,f•,•
<br />`T3 c.•:v`
<br />b+b5•:.rS:.'.-ES.:rt5•..._._'.)A,
<br />:.:..•. .1isra::.\-I'-
<br />:i1F^,_JF 4Ls:,,
<br />;4N•'i?
<br />'3+!2�:�i+':d:.a
<br />c-v
<br />:4,i:;.;:�,;.d�4yEC:i%1:17.r.3xa4-Yu
<br />FORCE ACCOUNT
<br />LS
<br />1
<br />75.000.00 75.00000
<br />0.00
<br />0.00
<br />0
<br />0.00
<br />0.00
<br />0.00
<br />1.00
<br />75.000.00
<br />WO - 3
<br />ADDITIONAL PIPE 8 GRADING W OF 58TH •S OF 131
<br />LS
<br />1
<br />33,421.33 31,421 33
<br />100
<br />33.421.33
<br />0 00
<br />1.00
<br />33.421 33
<br />100%
<br />0.00
<br />0 00
<br />WO - 2
<br />ADDITIONAL PIPE W OF 58TH -S OF 13TH
<br />LS
<br />1
<br />4,261.28 4.261.28
<br />1 00
<br />4.261.28
<br />0.00
<br />1.00
<br />4.261.28
<br />100%
<br />0.00
<br />0.00
<br />W0 -6
<br />NEW FENCE POST
<br />LS
<br />1
<br />523.09 523.09
<br />1.00
<br />; 523.09
<br />0.00
<br />1.00
<br />523.09
<br />100%
<br />0.00
<br />0 . 00
<br />.�.C••:�.!,�e •'i,A
<br />%v .:.1p:^.'.b:k,`,r,S7 +?4.l..�f...•3 {:i4.^:;X...�'-^.t.;�w�r�`::: L:
<br />:i»:.:��:!k�eYr.:41r r'..}3.«ii�
<br />t\
<br />a�'':1..=., `1.-.'_4i).d
<br />r J'��', i.s;.f.,ti��!�taF4
<br />.•SifirT:%�"::r�i;��tfr•y
<br />.7c�it.
<br />`
<br />s".'r•4:i4
<br />7}.-.1,`.\j,.-tr.+"r..;..T:.r:rl;ew'
<br />GRAND TOTAL _
<br />TOTAL 1 1,368.225.20
<br />11.333.720.95
<br />1 0.00 _
<br />1,333,720.95
<br />_
<br />0.00
<br />70,709.95
<br />.\ MOUNT COMPLETED TO DATE
<br />MATERIALS STORED TO DATE
<br />SUB -TOTAL MATERIALS STORED ANO COMPLETED TO DATE
<br />RETAINAGE AT 0%
<br />TOTAL COMPLETED AND STORED LESS RETAINAGE
<br />LESS PREVIOUS PAYMENT
<br />AMOUNT DUE CONTRACTOR
<br />Page 2 of 2
<br />S1433,720.1S
<br />50.09
<br />51233,720.11
<br />S0.r1n
<br />SI.3313.720.1S,
<br />S1200,344A V
<br />5133-)7I.Ir
<br />
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