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Pay Application Spreadsheet
<br /> for
<br /> IRC Project No.
<br /> SCHEDULED VALUE PREVIOUS APPLICATION WMD11q= TOTAL COMPLETED % MATERIALS BALANCE TO FINISH
<br /> uantl Unit Price =QANTITY I
<br /> Item No. Amount TOTAL- QUANTITY I TOTAL TOTAL STORED QUANTITY TOTAL
<br /> L
<br /> 77
<br /> 101m1 MOBILIZATION LS 1 $ 52,800.00 $ 52,800.00 1.00 1 52,800.00 0.00 1.00 52.800.00 100.00% 0.00 0.00
<br /> 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $2,400.00 $ 82,400.00 1.00 82.400.00 0.00 1.00 82,400.00 100.00% 0.00 0.00
<br /> 104-1 EROSION&WATER POLLUTION CONTROL LS 1 Is 2,770.00 $ 2.770.00 1.00 2.770.00 0.00 1.00 2,770.00 100.00% 0.00 0.00
<br /> 108-1 RECORD DRAWINGS/AS-BUILT DRAWINGS LS i $ 5,850.00 $ 5,850.00 1.00 5.850.00 0.00 1.00 5,850.00 100.00% 0.00 0.00
<br /> 108-2 SURVEY CONTROL QNSTALURE-ESTABLISH LS 1 $ 10,200.00 $ 10,200.00 1.00 10,200.00 0.00 1.00 10,200.00 100,00% 0.00 0.00
<br /> 110-1-1 CLEARING AND GRUBBING LS- I- $ 8,930.00 $ 8,930.00 1.00 8.930.00 0.00 iqoo 8,930.00 100.00% -
<br /> 120-1 EXCAVATION REGULAR CY 532 $ 9.85. 0.00 0.00
<br /> $
<br /> 5,240.20 532.00 5,240.20 0.00 532.00 1 5,240.20 100.00% 0.00 0.00
<br /> 120-6-1 EMBANKMENT CY 232 $ 18.00 $ 4.176.00 232.00 4,176.00 0.00 23100 4,176.00 100.00% 1 0.00 0.00
<br /> 160=4-1 TYPE B STABILIZATION SY 1,958 $ 11.40 $ 22,321.20 1,958.00 22.321.20 0.00--- 1,958.00 22,321.20 100.00% 0.00
<br /> 285406 0.00
<br /> 8"COQUINA OPTIONAL BASE BG-6 SY 1,537 $ 12.40 $ - 19,058.80 1.537.00 19,058.80 O.OD 1,537.00 19,058.80 100.00% 0.00 0.00
<br /> 327-70-1 V TO 2*MILLING SY 77.606 $ 1.40 $ 108.508,40 78,003.00 109,204.20 0.00 78.003.00 109,204.20 100.64% 497r00 -695.80
<br /> 334-1-13A SP 12.5 ASPHALTIC CONCRETE 1-1/2' SY 1,213 $ 7.05 $ 8.561.65 1,213.00 8,551.65 0.00 1,213.00 8,551.65 100.00% 0.00 0.00
<br /> 334-1-138 SP 12.5 ASPHALTIC CONCRETE 11 sy 1213
<br /> - , 6.05 $ 7.338.65 1,213.00 7,338.65 0.00 1.213.00 7.338.65 100.00% 0.00 0.00
<br /> 334-1-13C SP 12.5 ASPHALTIC CONCRETE 2-(2 LIFTS) SY 79,056 1$ 8.93 $ 705.970.08 78,003.00 696,566.79 0.00 78,003.00 696,566.79 98.67% 1,053.00
<br /> 9,403.29
<br /> 425-1-521 INLET STRUCTURES TYPE C EA 3 Is 1,910.00 $ 5.730.00 3.00 5,730.00 0.00 3.00 5,730.00 100.00% 1 0.00 0.00
<br /> 425-1-551 INLET SUTRUCTURES TYPE E EA 1 $ 2,660.00 $ 2,660.00 1.00 2,660.00 0.00 1.00 2,660.00 100.00% 0.00 0.00
<br /> 42&241 MANHOLE STRUCTURE TYPE P-7 EA 1 $ 2,230.00 $ 2,230.00 1.00 2,230.00 0.00 1.00 - 2.230.00 100.00% 0.00
<br /> 0.00
<br /> 425-5
<br /> MANHOLES,ADJUST EA 2 $ 266.00 $ 532.00 10.00 2,660.00 0.00 10.00 2660.00 500.00% -8.00 -2,128.00
<br /> 2%37...633 5
<br /> 8*"
<br /> 1 00 '
<br /> 00300 69,511679
<br /> 3 00 '.Wo.
<br /> oo 266-.o.
<br /> 11. 2230 00
<br /> 0 00 2 ..0.
<br /> 42" VALVE BOX ADJUST EA 5 $ 213.00 $ 1.065.00 14.00 2,982.00 .0 911 0�
<br /> ---- O.Go 14.00 2,982.00 280.00% -9.00 -1,917.00
<br /> .430-176-101 CONCRETE PIPE CULVERT CALSS 111-18" LF 148 $ 42.56 $ 6,2 7.40 183.00 17.786.65 0.00 18100 7,786.65 123.65% -35.00 .1,489.25
<br /> a430-175-201 CONCRETE PIPE CULVERT CLASS 111 12"X18' LF 40 $ 53.20 $ 2,128.00 38.00 2,021.60 0.00 38.00 2,021.60 95.00% 2.00 106.40
<br /> 3.0-0.
<br /> 1 7.60
<br /> g.'"S
<br /> 9.
<br /> 458-1-1 BRIDGE DECK EXPANSION JOINT SEALANT LS 1 $ 9,380.00 $ 9.380.00 1.00 9,380.00 0.00 1.00 9.380.00 100.00% 0.00 0.00
<br /> 520-1-10 CONCRETE CURB&GUTTER TYPE F LF 641 $ 12.90 -$- 8,268.90 634.00 8,178.60 0.00 634.00 8,178.60 98.9,1% 7.00 90.30
<br /> 522-1 CONCRETE SIDEWALKS 6' SY 295 $ 33.45 $ 9,887.75 567.00 18,966.15 0.00 567.00 18,966.15 192.20% -272.00 -9,098.40
<br /> 570.1.2 PERFORMANCE TURF-SOD BAHIA
<br /> SY 2,100 $ --- 2.65 $ 5,565.00 4,900.00 12,985.00 odoo 4,900.00 12,986.00 233.33% -2,800.00 -7,420.00
<br /> oo
<br /> 570-1-2A PERFORMANCE TURF-.SOD FLORATAM SY 9.000 $ 3.50 $ 31,500.00 0.00 100.00 350.00 100.00 350.00 1.11% 8,900.00 31,150.00
<br /> 660-2-102 ILOOP ASSY TYPE B(F&I) EA a $ 957.00 $ 7,656.00 8.00 7,656.00 0.00 8.00 7,656.00 100.00% 0.00 0.00
<br /> 660-2-106 LOOP ASSY TYPE F(F&I) EA 28 $ 638.00 $ 17,864.00 28.00 17.864.00 0.00 28.00 17,864.00 100.00% 0.00 0.00
<br /> 700-20-11 SINGLE SIGN POST<12 AS 2 1$ 229.00 $ 458.00 0.00 0.00 --0.00 0.00 0.00% 1 2.00 1 458.00
<br /> 706-3A RPM BI-DIRECTIONAL AMBER/AMBER .-EA 1,368 1$ 2.65 $ 3,625.20 1,278.00 3.386.70 0.00 1,278.00 3,386.70 03.42% 1 90.00 1
<br />238.60
<br /> 706-3B RPM BI-DIRECTIONAL WHITE/MONO EA 201 1$ 2.65 $ 532.65 138.00 365.70 0.00 138.0() 365.70 68.66% 63.00 166.95
<br /> 711-11-111 6"SOLID WHITE STRIPE THERMOPLASTIC LF 39,116 $ 0.80 $ 31,292.80 35.415.00 28,332.00 0.00 .35,415.00 28,332.00 90.64% 3,701.00
<br /> 2,960.80
<br /> to
<br /> 711-11-123 12"SOLID-WHITE STRIPE THERMOPLASTIC LF 1,589 $ 1.70 $ 2,701.30 1,441.00 2,449.70 0.00 1.441.00 2,449.70 90.69% 148.00 251.60
<br /> 711-11-125-1 WHITE STRIPE THERMOPLASTIC LF 342 $ 3.60 $ 1,231.20 326.00 172 0 326.00 1,173.60 95.32% 16.00 57.60
<br /> 10
<br /> 1_32 LL
<br /> SKIP THERMOPLASTIC LF A3,147 $ 0.80 $ 2,511 0 3,
<br /> 1:WHITE _ _ 56Yo 2,869.60 '.':200 3,587.00 2,869.60 113.98% -440.00 -352.00
<br /> 234:2
<br /> 1711-11-160 ITHERMOPLASTIC MESSAGE(SCHOOL) PA 2 S 2.00 234.00 0.00 2.00 234.00 100.00% 0.00 O.DO
<br /> C:\Documents and SettingsVwilliamMl-ocal Setlings\Temporary Internet Files\Content.Outlook\U08CAT5BkPay App Spreadsheet(04-25-13)Sheetl
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