pumping station brick work

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Pumping Station Sl.No Description Nos L B H Size - 9.85m X 6.8m 1 art! "or# $ca%ation Pump Room 1 12 8.95 3.055 Footing 5 1.95 1.95 1.075 Flow Meter Chamber 1 3.375 4.15 2.175 P1 ! 3.75m 3 3.2 0.8 0.3 P2 1 4.2 0.8 0.3 P3 2 4.9 0.8 0.3 P1 ! 3.70m 2 3.175 0.8 0.3 Cable "ren#h ! 2$o% &'00('00) 2 2.15 2.15 1.375 Cable "ren#h ! 1$o &550(2000) 1 2.1 3.55 1.375 Cable "ren#h ! 1$o &400(400) 1 1.55 1.55 1.375 *++ ,or -arian#e in +rawing% 1 & Bac# 'lling Pump Room 1 41.9 1 3.055 Footing 5 1.95 1.95 1.075 Flow Meter Chamber 1 10.9 1 2.175 P1 ! 3.75m 3 3.2 0.8 0.3 P2 1 4.2 0.8 0.3 P3 2 4.9 0.8 0.3 P1 ! 3.70m 2 3.175 0.8 0.3 Cable "ren#h ! 2$o% &'00('00) 2 8.' 0.5 1.375 Cable "ren#h ! 1$o &550(2000) 1 11.3 0.5 1.375 Cable "ren#h ! 1$o &400(400) 1 '.2 0.5 1.375 *++ ,or -arian#e in +rawing% 1 ( Pest )ontrol a) Ra,t 1 7.1 10.1 ump %lope 4 1.8 0.5 b) Footing !5$o% 5 1.4 1.4 Chamber Ra,t 1 2.45 2.3 #)Plinth eam P1 ! 3.75m 3 3.2 0.4 P2 1 4.2 0.4 P3 2 4.9 0.4 P1 ! 3.70m 2 3.175 0.4 +) Control room 1 4.225 4.9 /enerator room 1 4.225 4.2 Chlorination room 1 4.15 4.9 *++ ,or -arian#e in +rawing% 1 4 P)) -S*)&+ a) Ra,t 1 7.1 10.1 0.075 ump %lope 4 1.8 0.5 0.075

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Pumping Station - ShaniyaPumping Station

Sl.NoDescriptionNosLBHQuantityTotalSize - 9.85m X 6.8m1Earth Work ExcavationFGLBSLPump Room1128.953.055328.10741.6539.122.53Footing51.951.951.07520.440.4Flow Meter Chamber13.3754.152.17530.460.075PB1 - 3.75m33.20.80.32.30PB214.20.80.31.01PB324.90.80.32.35PB1 - 3.70m23.1750.80.31.52Cable Trench - 2Nos (600X600)22.152.151.37512.710.05Cable Trench - 1No (550X2000)12.13.551.37510.25Total Depth3.055Cable Trench - 1No (400X400)11.551.551.3753.30412.46296875Pumping Station Excavated Earth level38.595m LvlAdd for Variance in drawings137.537031254504822Back fillingPump Room141.913.055128.00Footing51.951.951.07520.44Flow Meter Chamber110.912.17523.71PB1 - 3.75m33.20.80.32.30PB214.20.80.31.01PB324.90.80.32.35PB1 - 3.70m23.1750.80.31.52Cable Trench - 2Nos (600X600)28.60.51.37511.83Cable Trench - 1No (550X2000)111.30.51.3757.77Cable Trench - 1No (400X400)16.20.51.3754.26203.19Add for Variance in drawings121.812253Pest Controla)Raft17.110.171.71Sump slope41.80.53.60b)Footing - 5Nos51.41.49.80Chamber Raft12.452.35.64c)Plinth BeamPB1 - 3.75m33.20.43.84PB214.20.41.68PB324.90.43.92PB1 - 3.70m23.1750.42.54d)Control room14.2254.920.70Generator room14.2254.217.75Chlorination room14.154.920.34161.51Add for Variance in drawings113.49175.004PCC -SRC20a)Raft17.110.10.0755.38Sump slope41.80.50.0750.27b)Footing - 5Nos51.41.40.0750.74Chamber Raft12.452.30.0750.42c)Plinth BeamPB1 - 3.75m33.20.40.0750.29PB214.20.40.0750.13PB324.90.40.0750.29PB1 - 3.70m23.1750.40.0750.19d)Control room14.2254.90.0751.55Generator room14.2254.20.0751.33Chlorination room14.154.90.0751.5312.11Add for Variance in drawings10.89135Screed - SRC20a)Raft17.110.10.053.59Sump slope41.80.50.050.18b)Footing - 5Nos51.41.40.050.49Chamber Raft12.452.30.050.28c)Plinth BeamPB1 - 3.75m33.20.40.050.19PB214.20.40.050.08PB324.90.40.050.20PB1 - 3.70m23.1750.40.050.13d)Control room14.2254.90.051.04Generator room14.2254.20.050.89Chlorination room14.154.90.051.028.08Add for Variance in drawings10.9296Sub Structure RCC - SRC35/20a)Basement Raft16.89.80.426.66Sump wall14.60.30.50.69b)Basement wallLonger wall29.80.32.6815.7641.8Shorter wall26.50.32.6810.4539.12c)Pump Plinth21.80.850.150.462.68Stub column10.250.252.530.16Footing51.21.20.32.16Chamber Raft12.320.20.92d)PB4 - Longer13.750.20.450.34PB4 - Shorter12.020.20.450.18Utility Slab142.170.151.30Column-below FGL50.450.20.850.38e)Plinth BeamPB1 - 3.75m33.20.20.450.86PB214.20.20.450.38PB324.90.20.450.88PB1 - 3.70m23.1750.20.450.57f)ChamberWall16.20.22.052.5441.8g)Grade Slab39.75Control room14.2254.90.153.112.05Generator room14.2254.20.152.66Chlorination room14.154.90.153.05Utility Slab13.9752.30.151.3774.88Add for Variance in drawings15.128083.017Super Structure RCC - OPC35g)Column above Plinth BeamI LiftC1 - 5Nos50.20.452.41.08C2- 4Nos40.20.452.40.86C3 - 1No10.20.452.40.22C4- 1No10.20.62.40.29II LiftC1 - 5Nos50.20.451.7750.80C2- 4Nos40.20.451.7750.64C3 - 1No10.20.451.7750.16C4- 1No10.20.61.7750.21h)Roof BeamRB1,RB4 & RB733.20.20.2750.53RB2, RB5 & RB836.250.20.4251.59RB3 & RB623.350.20.2750.37RB914.20.20.2750.23RB11 & RB1323.750.20.4250.64RB10 & RB1524.90.20.2750.54RB12 & RB1424.40.20.4250.75Slab110.49.70.17517.6513.75.30.1753.43Upstand31.80.150.30.24j)Parapet wallWest wall114.10.12511.76East wall110.40.12511.30North wall113.60.12511.70South wall19.50.12511.1936.18Add for Variance in drawings13.824032.378Base level Water ProofingaPumping Station Raft Bottom19.86.866.64Sump Wall41.60.53.2Outer wall133.23.299109.5268bFlow Chamber0Raft Bottom12.324.6Outer wall16.61.8512.21Sump Wall40.70.30.84cFooting0Bottom51.21.27.2All sides201.20.37.2Top area51.21.27.2Column deduction-50.450.2-0.45dColumn0Upto FGL51.30.74.55ePlinth Beam0PB1 - 3.75m Span0Beam bottom33.40.22.04Both sides upto FGL63.40.36.12PB2 0Beam bottom14.20.20.84Both sides upto FGL24.20.32.52PB30Beam bottom14.90.20.98Both sides upto FGL24.90.32.94PB1 - 3.70m Span0Beam bottom23.20.21.28Both sides upto FGL43.20.33.84fGround Slab0Chlorination Room14.93.4516.905Generator room14.23.213.44Control Room14.93.4516.905290.5268Add for Variance in drawings129.47323209Roof Level Water proofingPump & Generator room110.29.596.9Cabla Trench room15.13.718.87115.77Add for Variance in drawings19.2312510Block work - SolidWall 123.750.64.5Wall 219.90.65.94Wall 323.70.64.44Wall 415.10.63.0617.94Add for Variance in drawings12.062011Block work - HollowWall 1113.93.954.2146.15Wall 219.53.937.0541.8Wall 3110.23.939.780.45Wall 429.53.974.13.9Wall 513.73.914.43Wall 615.13.919.89DeductionsD1 - Louver Door-12.22.2-4.84D2 - Double Door-11.552.2-3.41D3 - Single Door-112.2-2.2D4 - Roll-up Shutter-12.22.6-5.72D5 - Double Door-122.2-4.4W1 to W10 Window-100.81.5-12Louver L1-11.62-3.2L2, L3, L4-311-3L5 & L6-20.30.3-0.18200.51Substract for Variance in drawing120.5118012DoorsD1 - Louver Door12.22.24.84D2 - Double Door11.552.23.41D3 - Single Door112.22.2D4 - Roll-up Shutter12.22.65.72D5 - Double Door122.24.420.5713WindowsW1 to W10 Window100.81.5121214LouverLouver L111.623.2L2, L3, L43113L5 & L620.30.30.186.38

15PlasteringOuterWall 1113.95.07570.5446.15Wall 219.55.07548.2141.8Wall 3110.25.07551.770.45Wall 414.45.07522.335.075Wall 513.75.07518.78Wall 615.15.07525.88Inner46.15Generator room116.34.17568.0541.8Chlorination room117.74.17573.900.175Control room117.64.17573.484.175Pump Room131.94.175133.18Parapet Wall146.81.256.16DeductionsD1 - Louver Door-22.22.2-9.68D2 - Double Door-21.552.2-6.82D3 - Single Door-212.2-4.4D4 - Roll-up Shutter-22.22.6-11.44D5 - Double Door-222.2-8.8W1 to W10 Window-200.81.5-24Louver L1-21.62-6.4L2, L3, L4-611-6L5 & L6-20.30.3-0.18CeilingControl room13.755.119.125Generator Room14.43.7516.5Pump Room19.56.4561.275Chlorination room15.13.718.87680.33Add for Variance in drawing169.67750739.0516Epoxy FlooringControl room14.2254.920.70Generator room14.2254.217.75Chlorination room14.154.920.34Utility Slab13.9752.39.14Pump Room19.56.4561.28Ramp31.52.29.90Plinths210.851.70FMC - Wall17.62.0515.5841.8FMC - Floor12.11.63.3639.75Sump Wall140.52.00161.742.05Add for Variance in drawing13.26165150.3717PaintingOuter WallWall 1113.95.07570.5446.15Wall 219.55.07548.2141.8Wall 3110.25.07551.770.45Wall 414.45.07522.335.075Wall 513.75.07518.78Wall 615.15.07525.88Inner wall46.15Generator room116.34.17568.0541.8Chlorination room117.74.17573.900.175Control room117.64.17573.484.175Pump Room131.96.855218.67CeilingGenerator room14.43.7516.50Chlorination room15.13.7519.13Control room15.13.718.87Pump Room19.56.4561.28Parapet Wall146.81.256.16DeductionsD1 - Louver Door-22.22.2-9.68D2 - Double Door-21.552.2-6.82D3 - Single Door-212.2-4.4D4 - Roll-up Shutter-22.22.6-11.44D5 - Double Door-222.2-8.8W1 to W10 Window-200.81.5-24Louver L1-21.62-6.4L2, L3, L4-611-6L5 & L6-20.30.3-0.18765.82Add for Variance in drawing184.18850912.5218GI GratingsFM Chamber12.31.84.144.14Add for Variance in drawing10.86519Chequered PlateChlorination Cable Trench10.752.21.65Control room cable Trench20.80.81.282.93Add for Variance in drawing10.073Pumping StationTypical drawing No : GTC524-G-TEC-S-DRG-005Abstract :-Date : 18.06.15Rev : 0Sl.NoDescriptionUnitQuantityUnit RateAmount1Excavationm34502Back fillingm3175.003Pest Controlm2175.004PCCm3135Screedm396RCC - Sub Structurem3807RCC - Super Structurem3408ReinforcementKg149199Base levelWater Proofingm232010Roof level water proofingm212511Block Work - Solidm220Block Work - Solidm218012Plasteringm275013Epoxy flooringm216514Paintingm285015DoorsD1 - Louver DoorNos1D2 - Double DoorNos1D3 - Single DoorNos1D4 - Roll-up ShutterNos1D5 - Double DoorNos116WindowsW1 to W10 WindowNos1017LouversLouver L1Nos1L2, L3, L4Nos3L5 & L6Nos218Rain Water ScrubberNos319GI Ladders with safe GaugeNos120GI Ladders without safe GaugeNos121MS Ladder with Hand railNos122GI Gratingm2523Chequered Platem23

DG 625KVADG Building (625 KVA) 1 UNIT

Sl.NoDescriptionNosLengthBreadthHeightQuantityTotal1ExcavationFooting43.153.151.07542.67Plinth Beam PB124.80.950.353.19Plinth Beam PB228.60.950.355.72Cable Trench12.8321.37.36Generator Plinth16.43.20.36.1455.83Add for variance in drawing4.17602Back fillingFooting43.153.151.07542.67Plinth Beam PB124.80.750.352.52Plinth Beam PB228.60.750.354.52Cable Trench19.60.31.33.74Generator Plinth116.80.30.31.51Grade Slab1105.80.27515.9570.91Add for variance in drawing14.09753Pest ControlFooting42.152.1518.49Deduction-40.80.8-2.56Plinth Beam PB124.80.353.36Plinth Beam PB228.60.356.02Generator Plinth15.952.7516.36Cable Trench12.631.754.60Grade Slab1105.858.00104.28Add for variance in drawing15.721104PCCa)Footing42.152.150.0751.39Deduction-40.80.80.075-0.19b)Plinth Beam PB124.80.350.0750.25Plinth Beam PB228.60.350.0750.45c)Generator Plinth15.952.750.0751.23d)Cable Trench12.631.750.0750.35e)Grade Slab1105.80.0754.357.82Add for variance in drawing11.1895Screed - SRC20a)Footing42.152.150.050.92Deduction-40.80.80.05-0.13b)Plinth Beam PB124.80.350.050.17Plinth Beam PB228.60.350.050.30c)Generator Plinth15.952.750.050.82d)Cable Trench12.631.750.050.23e)Grade Slab1105.80.052.905.21Add for variance in drawing10.796.006Sub structure SRC35/20a)Footing4220.46.40Deduction-40.80.80.4-1.02b)Column upto plinth beam41.20.21.11.06c)Plinth Beam PB124.80.20.50.96Plinth Beam PB228.60.20.51.72d)Grade Slab19.65.80.158.35Deduction Generator Plinth-15.82.60.15-2.26Deduction Cable Trench-12.481.60.15-0.60e)Generator Plinth15.82.60.69.05f)Cable TrenchRaft12.481.60.20.79Shorter Wall21.20.210.48Longer Wall22.480.210.99Column above Plinth Beam41.20.24.6754.4930.41Add for variance in drawing14.5935.007Super structure SRC35d)Roof Beam RB124.80.20.5751.10Roof Beam RB228.60.20.5751.98Roof Beam RB315.80.20.4250.49e)Slab1106.20.17510.85f)Parapet wall131.60.21.27.5822.01Add for variance in drawing12.9925.008Block work - solidGrid A1-A3 & B1-B328.60.610.32Grid A1-B1 & A3-B324.80.65.7616.08Add for variance in drawing13.9220.009Block Work - Hollowa)Grid A1-A3 & B1-B328.64.170.52b)Grid A1-B1 & A3-B324.84.139.36DeductionsLouver Door-12.62.2-5.72Single Door-11.052.2-2.31Louver-233.4-20.40Louver-12.62-5.20Aluminium framed Glazed Window-511.2-6.0070.25Add for variance in drawing14.7575.008PlasteringOuter PlasteringShorter Wall26.26.5581.22Longer Wall2106.55131Inner plastering0Shorter Wall25.84.67554.23Longer Wall29.64.67589.76Ceiling Plastering19.65.855.68Door & Window deduction-39.63372.26Add for variance in drawing127.744009Base Level Water Proofinga)GENERATOR ROOMRaft Bottom16.21062b)FootingBottom42216All sides1640.425.6Top area42216Column deduction-40.20.5-0.4c)ColumnUpto FGL420.64.8d)Plinth BeamPB1Beam bottom28.80.23.52Both sides 48.80.517.6PB2 Beam bottom250.22Both sides upto FGL450.510157.12Add for variance in drawing112.8817010Roof water proofing19.65.855.6855.68Add for variance in drawing14.326011Epoxy FlooringFloor & Foundation19.65.855.68Foundation side116.80.152.5258.2Add for variance in drawing11.812Painting60Inner side painting130.85.88181.104Outter side Painting132.46.55212.22Ceiling 19.65.855.68449.00Add for variance in drawing151.0050013DoorsLouver Door, D112.62.25.72Single Door, D211.052.22.318.0314WindowAluminium framed Glazed Window, W1 to W5511.26615LouverL1 & L2233.420.4L312.625.225.616Chequered PlateCable Trench12.281.43.1923.192Add for variance in drawing10.8084

Date : 20.06.15Typical Drawing No: TEC-GTC-524-C-GEN-DG-0062 to 0065Rev : 0Sl.NoDescriptionUnitQuantityUnit RateAmount1Excavationm3602Back fillingm3753Pest Controlm21104PCCm395Screedm36.006RCC - Sub Structurem335.007RCC - Super Structurem325.008ReinforcementKg55869Base levelWater Proofingm217010Roof level water proofingm26011Block Work - Solidm220.0012Block Work - Hollowm275.0012Plasteringm240013Epoxy flooringm26014Paintingm250015Doorsi) D1 Nos1ii)D2Nos116Windowsi)W1 to W5Nos517Louveri) L1 & L2Nos2ii)L3Nos118GRC Rain Water ScubberNos219GI Ladder with safe gaugeNos120Chequered Platem24

Reinforcement - 625KVA625KVA 1 UNIT - Generator RoomDATE:20.06.2015Typical Drawing No: TEC-GTC-524-C-GEN-DG-0062 to 0065 REV:0B

Sl.NoDescriptionDia (mm)SpacingNosNo.of MemberNo. per memberCut LengthTotal Unit WtTotal Wt1Footinga)F1 - 'L' shape FootingTop & Bottom Main121504282.51600.889142.227.3333333333121504251.24Top & Bottom Dist.121504282.51600.889142.22121504251.2480.88942.67ColumnC1 - ColumnMain Rod2041126.85328.82.469811.851000Links1015042431.58543.520.617335.5143C bar1015042430.2275.680.61746.722Plinth BeamPB1 200 X 5001.2666666667Top Main Rod(L & R)202222.419.202.46947.41Top Middle Rod162123.614.41.58022.76Bottom Main Rod162126.827.21.58042.98Lings820021251.18590.39523.314.824PB2 - 200 X 5002.1Top MainLeft& Right202224.0632.482.46980.203.2666666667252224.0632.483.858125.31Middle rod162124.8619.441.58030.72Bottom Main rod(L&R)162223.6629.281.58046.27Middle202125.2621.042.46951.95Lings820021441.18103.840.39541.028.6433Roof Beam1.2666666667RB1 - 200 X 7502.1333333333Top Main RodLeft & Right Rod 202222.6521.202.46952.35Middle162123.614.401.58022.76Bottom Main rod(L&R)162222.6521.201.58033.50Middle Rod20212416.002.46939.5124Lings 820021241.6880.640.39531.86RB2 - 200 X 7503.2666666667Left & Right Main rod252223.9131.283.858120.68202223.9131.282.46977.23Middle Top Rod162124.8619.441.58030.72Bottom Main Rod(L&R)162223.9131.281.58049.43Middle Extra Rod252125.7623.043.85888.89202125.2621.042.46951.95Lings - Left & Right815012221.6873.920.39529.209.53.266666666721.7333333333Lings - Middle820011161.6826.880.39510.6216.3RB3 - 200 X 6000.000.0000.00Top Main rod161127.615.201.58024.02Bottom Main rod251128.517.003.85865.59Middle Extra rod2011224.002.4699.88Lings - Left & Right815012141.3838.640.39515.2713.3333333333Lings - Middle820011101.3813.800.3955.45104Roof Slab0.000.0000.00 S4 & S60.000.0000.00Bottom Main Rod10150113910.1393.900.617243.155.838.6666666667 S3 & S50.000.0000.00BottomDist. Rod1015012326.3403.200.617248.894.731.3333333333 S4 & S60.000.0000.00Top Main rod0.000.0000.00Left & Right support main rod1215012321.78114.130.889101.45Middle Main rod1015011327.53241.070.617148.81Distributor1015012326.3403.200.617248.89

5Parapet WallMain RodInner & Outer10200121601.75560.000.617345.6831.6160DistributorInner & Outer1020012635.6427.200.617263.705.56Generator PlinthTop & Bottom Main Rod1020012293.5203.000.617125.3128.56.52.5Top & Bottom Dist.1020012136.7174.200.617107.5312.5Around Dist.1020011418.875.200.61746.423.5

7CableTrenchRaftTop & Bottom Main1020012131.744.200.61727.2811.92.481.5Top & Bottom Dist.102001282.5841.280.61725.487.5WallInner & Outer Main1020012371.75129.500.61779.9435.87.16Inner & Outer Dist.102001269.56114.720.61770.8150.958Grade SlabMain Rod top & Bottom1020012495.8568.400.617350.8648Dist.1020012309.7582.000.617359.2629Total5585.47

SUMMARY DETAILSDia of BarQuantityLap & Wastages (Add-5%)Total KgTotal MT8156.737.84164.570.2103074.24153.713227.953.312428.5621.43449.990.516303.1515.16318.310.35201222.3261.121283.441.325400.4620.023420.4830.45Total6.1

DG (635-1250 KVA)DG Building (635-1250 KVA) 1 UNIT - Type 2

Sl.NoDescriptionNosLengthBreadthHeightQuantityTotal1Excavationa)Footing - F152.852.851.07543.66Footing - F212.552.551.0756.99Footing - F312.152.151.0754.97b)Plinth Beam PB123.80.950.42.89Plinth Beam PB216.30.950.42.39Plinth Beam PB312.60.950.40.99Plinth Beam PB4150.950.41.90Plinth Beam PB516.40.950.42.43Plinth Beam PB619.50.950.43.61c)Generator Plinth17.253.250.82519.44d)Cable Trench13.082.11.38.4197.68Add for Variance in drawing112.321102Back fillingFooting - F152.852.851.07543.66Footing - F212.552.551.0756.99Footing - F312.152.151.0754.97Plinth Beam PB123.80.750.42.28Plinth Beam PB216.30.750.41.89Plinth Beam PB312.60.750.40.78Plinth Beam PB4150.750.41.50Plinth Beam PB516.40.750.41.92Plinth Beam PB619.50.750.42.85Generator Plinth1180.315.40Cable Trench17.960.31.33.10Generator Room15.710.70.530.50Fuel Pump Room14.77.50.517.63Grade Slab17.54.70.2759.69110.75.70.27516.77149.93Add for Variance in drawing110.071603Pest Controla)Footing -F151.851.8517.11Deduction-50.80.8-3.20Footing -F211.551.552.40Deduction-20.70.3-0.42Footing -F311.151.151.32b)Plinth Beam PB123.80.352.66Plinth Beam PB216.30.352.21Plinth Beam PB312.60.350.91Plinth Beam PB4150.351.75Plinth Beam PB516.40.352.24Plinth Beam PB619.50.353.33c)Generator Plinth16.652.6517.62d)Cable Trench12.631.654.34e)Daily Tank Plinth12.951.654.87f)Fuel Pump skid11.250.951.19g)Grade Slab17.54.735.25110.75.760.99Deduction-16.52.5-16.25-12.81.5-4.20-11.10.8-0.88-12.41.5-3.60129.63Add for Variance in drawing110.371404PCCa)Footing -F151.851.850.0751.28Deduction-50.80.80.075-0.24Footing -F211.551.550.0750.18Deduction-20.70.30.075-0.03Footing -F311.151.150.0750.10b)Plinth Beam PB123.80.350.0750.20Plinth Beam PB216.30.350.0750.17Plinth Beam PB312.60.350.0750.07Plinth Beam PB4150.350.0750.13Plinth Beam PB516.40.350.0750.17Plinth Beam PB619.50.350.0750.25c)Generator Plinth16.652.650.0751.32d)Cable Trench12.631.650.0750.33e)Daily Tank Plinth12.951.650.0750.37f)Fuel Pump skid11.250.950.0750.09g)Grade Slab17.54.70.0752.64110.75.70.0754.57Deduction-16.52.50.075-1.22-12.81.50.075-0.32-11.10.80.075-0.07-12.41.50.075-0.279.72Add for Variance in drawing10.28105Screed SRC20a)Footing -F151.851.850.050.86Deduction-50.80.80.05-0.16Footing -F211.551.550.050.12Deduction-20.70.30.05-0.02Footing -F311.151.150.050.07b)Plinth Beam PB123.80.350.050.13Plinth Beam PB216.30.350.050.11Plinth Beam PB312.60.350.050.05Plinth Beam PB4150.350.050.09Plinth Beam PB516.40.350.050.11Plinth Beam PB619.50.350.050.17c)Generator Plinth16.652.650.050.88d)Cable Trench12.631.650.050.22e)Daily Tank Plinth12.951.650.050.24f)Fuel Pump skid11.250.950.050.06g)Grade Slab17.54.70.051.76110.75.70.053.05Deduction-16.52.50.05-0.81-12.81.50.05-0.21-11.10.80.05-0.04-12.41.50.05-0.186.48Add for Variance in drawing10.5276Sub Structure- SRC35/20a)Footing - F151.71.70.45.78Deduction-50.80.80.4-1.28Footing - F211.41.40.40.78Deduction-10.70.30.4-0.08Footing - F31110.40.40Column C151.20.21.11.32Column C2110.21.10.22Column C310.60.21.10.13c)Plinth Beam PB123.80.20.50.76Plinth Beam PB216.30.20.50.63Plinth Beam PB312.60.20.50.26Plinth Beam PB414.80.20.50.48Plinth Beam PB516.40.20.50.64Plinth Beam PB6110.50.20.61.26f)Grade Slab110.55.50.158.6617.34.50.154.93Deduction Generator Plinth-16.52.50.15-2.44Daily Tank Plinth-12.81.50.15-0.63Fuel Pump Skid-11.10.80.15-0.13Deduction Cable Trench-12.481.50.15-0.56g)Generator Plinth16.52.50.914.63h)Daily Tank Plinth12.81.50.31.26i)Fuel Pump Skid11.10.80.30.26j)Cable TrenchRaft12.481.50.20.74Shorter Wall21.50.210.60Longer Wall22.080.210.8339.46Add for Variance in drawing5.54Sub Structure4559.77Super Structure OPC35b)Column C151.20.25.957.145.95Column C2110.25.951.19Column C310.60.25.950.71c)Roof Beam RB123.80.20.40.61Roof Beam RB216.30.20.40.50Roof Beam RB312.60.20.40.21Roof Beam RB414.80.20.40.38Roof Beam RB515.50.20.40.44Roof Beam RB616.40.20.550.70Roof Beam RB7110.50.20.651.37d)Slab110.95.80.212.64Slab17.74.80.27.39e)Parapet wall142.20.21.210.1343.42Add for Variance in drawing6.579Super Structure508Block Work - SolidGrid A1-B1 & A3-B323.817.60Grid A1-A3 16.316.30Grid B3-B412.612.60Grid B1-C1 14.814.80Grid B4-C41515.00Grid C1-C419.519.5035.80Add for variance in drawing14.20409Block Work - Hollowa)Grid A1-B1 & A3-B323.85.3540.66b)Grid A1-A3 16.35.3533.71c)Grid B1-B316.45.233.28d)Grid B3-B412.65.3513.91e)Grid B1-C1 14.85.3525.68f)Grid B4-C4155.125.50g)Grid C1-C419.55.3550.83Deductionsi)Louver Door -22.62.2-11.44ii)Single door-11.052.2-2.31iii)Aluminium Framed Glazed window (Sliding)-10.81.2-0.96iv)Aluminium Framed Glazed window (Sliding)-311.2-3.60v)Louver-12.52-5.00vi)Louver-244.5-36.00vii)Louver-12.33-6.90157.35Add for Variance in drawing12.6517010PlasteringOuter PlasteringWall 1110.67.6581.09Wall 214.97.6537.49Wall 314.87.6536.72Wall 413.27.6524.48Wall 515.97.6545.14Wall 6110.97.6583.39Inner PlasteringWall 11105.7557.50Wall 214.55.7525.88Wall 314.65.7526.45Wall 4110.55.7560.38Wall 515.55.7531.63Wall 6110.55.7560.38Middle17.35.7541.98Parapet wallInner Plastering142.21.459.08671.55Add for Variance in drawing78.45750723.9211Water ProofingFooting - F151.71.714.45Deduction-50.80.8-3.20All sides56.80.413.60Top Area51.71.714.45Footing - F211.41.41.96Deduction-10.70.3-0.21All sides15.60.42.24Top Area11.41.41.96Footing - F31111.00All sides140.41.60Top Area1111.00Column0.00C1 Upto FGL51.20.63.60C2 Upto FGL110.60.60C3 Upto FGL10.60.60.36Grade Slab14.77.535.25Grade Slab110.75.760.99Generator Plinth room110.75.760.99Daily Tank Plinth room17.54.735.25245.89Add for Variance in drawing14.1125012Roof Level Water Proofing14.77.535.25110.75.760.9996.24Add for Variance in drawing3.7610013Epoxy FlooringFuel Pump skid17.54.735.25Generator room110.75.760.99Generator Plinth side1180.152.70Daily Tank Plinth18.60.151.29Fuel Pump skid13.80.150.57100.80Add for Variance in drawing9.2011014PaintingOuter PaintingWall 1110.67.6581.09Wall 214.97.6537.49Wall 314.87.6536.72Wall 413.27.6524.48Wall 515.97.6545.14Wall 6110.97.6583.39Inner PaintingWall 11105.7557.50Wall 214.55.7525.88Wall 314.65.7526.45Wall 4110.55.7560.38Wall 515.55.7531.63Wall 6110.55.7560.38Middle17.35.7541.98Parapet wallInner Painting142.21.459.08Ceiling17.54.735.25110.75.760.99767.79Add for Variance in drawing32.2180072515DoorsLouver Door D1 & D222.62.211.44Single door D311.052.22.3116WindowsAluminium Framed Glazed window (Sliding) W110.81.20.96Aluminium Framed Glazed window (Sliding) W1,W2&W3311.23.6017Louver Louver12.525.00Louver244.536.00Louver12.336.9018Chequered PlateCable Trench12.281.32.962.96Add for variance in drawing10.043

DG Building (635-1250 KVA) 1 UNIT - Type 2

Date : 18.06.15Typical Drawing No: TEC-GTC-524-C-GEN-DG-0068 to 0070Rev : 0Sl.NoDescriptionUnitQuantityUnit RateAmount1Excavationm31102Back fillingm31603Pest Controlm21404PCCm3105Screedm376RCC - Sub Structurem3457RCC - Super Structurem3508ReinforcementKg84469Base levelWater Proofingm225010Roof level water proofingm210011Block Workm217012Plasteringm275013Epoxy flooringm211014Paintingm280015Doorsi) D1 & D2Nos2ii) D3Nos116Windowsi)Window W1Nos1ii)W2, W3 & W4Nos317Louveri)Louver L1Nos1ii)L2 & L3Nos2iii)L4Nos118GRC Rain Water ScubberNos219GI Ladder with safe gaugeNos120Chequered Platem23

Water Proofing (635-1250)ETFS PUMPING STATION - WATER PROOFINGDate :29.04.2015Typical Drawing No: GTC524-G-TEC-S-DRG-005 Rev 1ASl.NoDescriptionNosLength(m)Breadth(m)Area (Sq.m)3FootingBottom51.21.27.2All sides201.20.37.2Top area51.21.27.2Column deduction-50.450.2-0.454Column0Upto FGL51.30.74.555Plinth Beam0PB1 - 3.75m Span0Beam bottom33.40.22.04Both sides upto FGL63.40.36.12PB2 0Beam bottom14.20.20.84Both sides upto FGL24.20.32.52PB30Beam bottom14.90.20.98Both sides upto FGL24.90.32.94PB1 - 3.70m Span0Beam bottom23.20.21.28Both sides upto FGL43.20.33.844Ground Slab0.00Chlorination Room14.93.4516.91Generator room14.23.213.44Control Room14.93.4516.91Total93.51