|
C0N'37SACT TCRMS -. TE[I� PERIOD .. :'i'gTA4'1'0 DATE
<br /> N4 3DN,SC.�Il774Y9 ; UNIT (}TS` t3Nl'1` CgN'CR;AGT QTY A?NpUNP GS369PxI;TE QTY, A7(4gt3Mf CnntYl, &'i`8
<br /> 14 4' PVC SERVICE PIPE LF 6,225.00 6.70 41,707.50 0.00 0.00 0% 4,710.00 31,557.00 76%
<br /> 15 GRANULAR FOUNDATION MATERIAL LF 6,28100 3.25 20,426.25 O.W O.W 0% 6,285.W 20,426.25 IW%
<br /> 16 PROCTOR TEST EA 1.00 IW.W I00.00 0.00 O.W 0% 100 Wom IOII%
<br /> 17 INPLACE DENSITY TEST EA 100.00 48.00 4.9w.00 0.00 0.00 0% 34.00 1,632.00 34%
<br /> T SCHEDULE 3.0 SANITARY SEWER - TOTAL. $260,805.25 $0.00 $241,285.37
<br /> PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 93%
<br /> SCHEDULE. 4.0 STORM SIIWLR
<br /> 1 12' RCP STORM SEWER LF 175.00 19.25 3,368.75 0.00 0.00 0% 234.00 4,504.50 134%
<br /> 2 IS' RCP S' FORM SEWER LF 1,970.00 20.30 39,991.00 0.00 O.W 0% 1,388.00 28,176.40 70%
<br /> 3 18" RCP STORM SEWER LF 422.00 22.30 9,410.60 0.00 0.00 0% 587.00 13,6W. 10 139%
<br /> 4 24' RCP STORM SEWER LF 1,014.00 26.00 26,364.00 OAK) 0.00 0% 1,215.W 31,590.00 120%
<br /> 5 30" RCP STORM SEWER LF 292.W 38.00 11,096.(* 0.00 0.00 0% 259.00 9,842.00 89%
<br /> 6 36' RCP STORM SEWER LF 650.00 51.25 33,312.5U 0.(q 0.00 0% 676.00 34,645 00 104%
<br /> 7 42' RCP ST0RM SEWER LF 205.00 69.00 14,145.W 0.00 0.00 0% 170.00 11,730.00 83%
<br /> 8 15' RC APRON EA 2.00 445.00 890.00 0.00 DW 0% 2.00 890.00 100%
<br /> 9 24' RC APRON EA 3.00 540.W 1,620.00 0.00 0.00 0% 5.00 2,700.00 167%
<br /> 10 36' RC APRON EA 1.00 950.00 950.(X) 0.00 0.00 0% 1.00 950.00 10(1%
<br /> 11 42'RCAPR0N EA LW L050.00 11750.00 0.00 0.00 0% 1 W 1,050.00 IW%
<br /> 12 15" TRASHGUARD EA 2.00 225.00 450.00 0,00 0.00 0% 2.(X) 450.00 IOU%
<br /> 13 24" TRASHGUARD EA 3.00 320.00 960.00 0.00 0.00 0% 5.00 1,600.00 167%
<br /> 14 36'TRAS11GUARD I;A 1.00 550.00 550.00 0.00 0.00 0% LW 550.00 100%
<br /> 15 42'TRASHGUARD EA 1.00 650.00 650.00 0.00 0,00 0% 1.00 650.00 IW%
<br /> 16 48' DIA. 5 "FORM MANHOLE EA 2500 1,130.00 28,250.00 0.00 0.00 0% 20.00 22,600.00 80%
<br /> 17 54" DIA. STORM MANHOLE EA 2.OD 1,570.00 3,140.00 O.W 0.00 0% 20) 3,140.W 100%
<br /> 18 60' DIA. STORM MANHOLE EA 5.00 1,680.00 8,400.00 0.00 0.00 0% 9.00 15,120.00 180%
<br /> 19 66' DIA. STORM MANHOLE EA 4.00 1,920.00 7,680.00 0.00 0.00 D% 00) 0.00 0%
<br /> 20 72' DIA. STORM MANHOLE EA 1.00 2,260.00 2,260.00 0.00 (1 IN) 0% 2.00 4,520 IN) 2(X)"/,
<br /> 21 78' DIA. STORM MANHOLE EA 1.00 2,9W.W 2,900.W O.W 0.00 0% 1.IX) 2.900.00 100%
<br /> 22 90' DIA. STORM MANHOLE EA 1.00 3.600.00 3,600.00 0.00 0.00 0% QW 000 U%
<br /> 23 27' DIA. CATCH BASIN EA 3.(10 680.00 2 (40.1X1 1).1X) 2(X1 O% 2IX) I,JIX).(X) 67g
<br /> 24 24" x 36' CATCH BASIN EA 12.00 820,00 9,840.00 0.00 o W 0% 1001 8,200.W 83%
<br /> 25 EXTERNAL MANHOLE SEAL EA 39.00 180.00 7,020.00 0.00 0.00 0% 37.W 6,660.00 95%
<br /> 26 EXTERNAL CATCH BASIN SEAL EA 14.00 210.00 2,940.00 0,00 OAK) 0% 26.00 5,460.00 186%
<br /> 27 INLET STRUC IA 5.60 2,400.00 12,000.00 0.00 O.W 0% 5.W 1200000 IW%
<br /> 28 BAFFLED WEIR EA I.W 2,300.00 2,300.00 O.W 0.00 0% I.(X) 2,3(X1.IN) IW%
<br /> 29 10" Dill PIPE LF 50.00 24,00 1,200.(K) 0.00 O.W 0% 42.U) I,WB.W 8414
<br /> 30 12' DIP PIPE LF 50.00 26.00 1,300.00 0.00 0.00 0% 50.00 1,300.00 100%
<br /> 31 RIP RAP - CLASS III TN ISO.(* 53.00 7,950.0 0.00 0.00 0% 136.00 7,208.00 919
<br /> ,0pwp26007S26W78Y9 PAGE 3
<br /> 26(N)]8dll
<br />
|