STRUCTURE4.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.81:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).For Footing foundationF192.4502.900.1006.395F271.9502.400.1003.276F3132.1502.600.1007.267F422.3502.350.1001.105F542.5502.550.1002.601F621.8002.250.1000.810F722.0502.500.1001.025F821.6001.850.1000.592F922.6503.100.1001.643F1012.5002.500.1000.625F11122.1502.600.1006.708F12151.7001.700.1004.335F1322.0502.050.1000.841F1442.2002.450.1002.156F1521.9502.200.1000.858F1621.5501.700.1000.527F1742.0003.050.1002.440F1822.8002.800.1001.568F1971.4001.400.1001.372Total9446.1434.3Centering and shuttering including strutting, proppingetc. and removal of form work for :4.3.1Foundations, footings, bases for columns.For Footing foundationsAcadamic BlockF1 (No's X 2(L+B) X D922.4502.900.1009.630F2721.9502.400.1006.090F31322.1502.600.10012.350F4222.3502.350.1001.880F5422.5502.550.1004.080F6221.8002.250.1001.620F7222.0502.500.1001.820F8221.6001.850.1001.380F9222.6503.100.1002.300F10122.5002.500.1001.000F111222.1502.600.10011.400F121521.7001.700.10010.200F13222.0502.050.1001.640F14422.2002.450.1003.720F15221.9502.200.1001.660F16221.5501.700.1001.300F17422.0003.050.1004.040F18222.8002.800.1002.240F19721.4001.400.1003.920Total9482.2702.27Supplying & Filling in Plinth with Jamuna River sand under floors including watering,raming consolidating and dressing completeClass Room -4 D1-D2,G5-G6117.76010.6400.108.26E1-E6 PB13-117.7600.2300.10-0.18F1-F5 PB13-117.7600.2300.10-0.18Class Room -3 J1-J5,K1-K5117.76010.6400.108.26J1-J5 PB13-117.7600.2300.10-0.18K1-K5 PB13-117.7600.2300.10-0.18Class Room -1 T9-T12,P12-P91110.6407.7600.108.26T10-P10 PB13-117.7600.2300.10-0.18P11-T11 PB13-117.7600.2300.10-0.18Class Room -2 P13-P16,T16-T131110.6407.7600.108.26T14-P14 PB13-117.7600.2300.10-0.18T15-P15 PB13-117.7600.2300.10-0.18Passage D5-D6-M6-M51128.3502.4900.107.06PB14-172.340.230.10-0.38PB16-122.340.230.10-0.11PB11-112.340.230.10-0.05PB11-112.340.230.10-0.05Passage at L4-M5 to M5-M4112.7553.60.100.99Passage at M4-M6 to N6-N4113.605.40.101.94Passage M6-M7 to N7-N6113.376.070.102.05PB11 at N-118.740.230.10-0.20PB11 tt M-112.700.230.10-0.06N7-N16 to P16-P71128.262.490.107.04PB14-162.340.230.10-0.32PB16-142.340.230.10-0.22PB2-112.340.340.10-0.08T12-T13 to P13-P12114.262.40.101.02PB8 at P12/13-112.400.340.10-0.08G3-G5,H5-H3114.262.40.101.02Beam at G5,H5 PB8-112.400.340.10-0.08Assistant Professor Room T6-T7,R7-R6113.443.7650.101.30Assosiate Professor Room R6-R7,P7-P6113.443.7650.101.30Professor Room M1-M4,N4-N1115.1153.440.101.76ENT.Lobby N2-N6,T6-T2117.807.80.106.08PB12-127.800.230.10-0.36Total61.164.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.101:5:10 (1 cement : 2 coarse sand : 10 graded stone aggregate 40 mm nominal size)Class Room -4 D1-D2,G5-G6117.76010.6400.1512.38E1-E6 PB13-117.7600.2300.05-0.09F1-F5 PB13-117.7600.2300.05-0.09Class Room -3 J1-J5,K1-K5117.76010.6400.1512.38J1-J5 PB13-117.7600.2300.05-0.09K1-K5 PB13-117.7600.2300.05-0.09Class Room -1 T9-T12,P12-P91110.6407.7600.1512.38T10-P10 PB13-117.7600.2300.05-0.09P11-T11 PB13-117.7600.2300.05-0.09Class Room -2 P13-P16,T16-T131110.6407.7600.1512.38T14-P14 PB13-117.7600.2300.05-0.09T15-P15 PB13-117.7600.2300.05-0.09Passage D5-D6-M6-M51128.3502.4900.1510.59PB14-172.340.230.05-0.19PB16-122.340.230.05-0.05PB11-112.340.230.05-0.03PB11-112.340.230.05-0.03Passage at L4-M5 to M5-M4112.7553.60.151.49Passage at M4-M6 to N6-N4113.605.40.152.92Passage M6-M7 to N7-N6113.376.070.153.07PB11 at N-118.740.230.05-0.10PB11 tt M-112.700.230.05-0.03N7-N16 to P16-P71128.262.490.1510.56PB14-162.340.230.05-0.16PB16-142.340.230.05-0.11PB2-112.340.340.05-0.04T12-T13 to P13-P12114.262.40.151.53PB8 at P12/13-112.400.340.05-0.04G3-G5,H5-H3114.262.40.151.53Beam at G5,H5 PB8-112.400.340.05-0.04Assistant Professor Room T6-T7,R7-R6113.443.7650.151.94Assosiate Professor Room R6-R7,P7-P6113.443.7650.151.94Professor Room M1-M4,N4-N1115.1153.440.152.64ENT.Lobby N2-N6,T6-T2117.807.80.159.13PB12-127.800.230.05-0.18Total95.1611.38Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours shades, execpt White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.Acdamic Block-D3He Toilet10.59.0009.00040.50Deduct Walls-412.2500.115-1.04Physically Challenged112.1442.0004.29Deduct Duct-112.0002.400-4.80She Toilet10.59.0009.00040.50Deduct Walls-412.2500.115-1.04Physically Challenged112.1442.0004.29Deduct Duct-112.0002.400-4.80Asst Proffesor Toilet111.5352.4703.79Associate Proffesor Toilet111.5352.4153.71Proffesor Toilet111.5352.4153.71First FloorHe Toilet10.59.8239.41246.22WC-311.5001.200-5.40Jani.-111.5001.000-1.50Physically Challenged112.1442.0004.29Deduct Duct-112.8882.418-6.98She Toilet10.59.8239.41246.22WC-311.5001.200-5.40Jani.-111.5001.090-1.64Physically Challenged112.1442.0004.29Deduct Duct-112.8882.418-6.98Asst Proffesor Toilet111.5352.4153.71Asst Proffesor Toilet111.5352.4153.71TOTAL169.6511.36Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.Ground FloorHe Toilet1117.8002.2540.05Front walls of toilets118.9352.2520.10Steel door Jams115.0700.050.25Jani114.6402.2510.44Jams114.9500.0850.42WC135.2802.2535.64Jams134.9500.0851.26Deduct D3-240.7502.1-12.60Steel door-110.8702.1-1.83She Toilet1117.8002.2540.05Front walls of toilets118.9352.2520.10Steel door Jams115.0700.050.25Jani114.6402.2510.44Jams114.9500.0850.42WC135.2802.2535.64Jams134.9500.0851.26Deduct D3-240.7502.1-12.60Steel door-110.8702.1-1.83Asst Proffesor Toilet111.5352.4702.2518.02Door D3-110.7502.1-1.58Associate Proffesor Toilet111.5352.4152.2517.78Door D3-110.7502.1-1.58Proffesor Toilet111.5352.4152.2517.78Door D3-110.7502.1-1.58SV2-1121.21.2-17.28First FloorHe Toilet1117.8002.2540.05Front walls of toilets118.9352.2520.10Steel door Jams115.0700.050.25Jani114.6402.2510.44Jams114.9500.0850.42WC135.2802.2535.64Jams134.9500.0851.26Deduct D3-240.7502.1-12.60Steel door-110.8702.1-1.83She Toilet1117.8002.2540.05Front walls of toilets118.9352.2520.10Steel door Jams115.0700.050.25Jani114.6402.2510.44Jams114.9500.0850.42WC135.2802.2535.64Jams134.9500.0851.26Deduct D3-240.7502.1-12.60Steel door-110.8702.1-1.83Asst Proffesor Toilet111.5352.4152.2517.78Door D3-110.7502.1-1.58Asst Proffesor Toilet111.5352.4152.2517.78Door D3-110.7502.1-1.58SV2-1131.20.33-5.15GF PC Toilets216.912.2531.10FF PC Toilets216.912.2531.10Total495.985.33Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centeriParticularsNos.LengthBreadthDepthQtyV = [L X B X d] + h / 3 [ A1 + A2 + ROUTE UNDER A1 A2 ]F1A1=2.15x2.60=5.59A2=0.45x0.90=0.40593.26529.39(2.15*2.6*0.45)+((0.3/3)*(5.59+0.405+(SQRT(5.59*0.405))))=3.265F271.54510.81A1=1.65x2.10=3.465A2=0.45x0.90=0.405(1.65*2.1*0.3)+((0.3/3)*(3.465+0.405+(SQRT(3.465*0.405))))=1.545F3132.05526.71A1=1.85x2.30=4.255A2=0.45x0.90=0.405(1.85*2.3*0.38)+((0.22/3)*(4.255+0.405+(SQRT(4.255*0.405))))=2.055F423.1526.30A1=2.05x2.05x.75=3.152F542.3939.57A1=2.25x2.25=5.062A2=0.45x0.90=0.405(2.25*2.25*0.3)+((0.38/3)*(5.062+0.405+(SQRT(5.062*0.405))))=2.393F621.0982.20A1=1.50x1.95=2.925A2=0.45x0.90=0.405(1.5*1.95*0.3)+((0.15/3)*(2.925+0.405+(SQRT(2.925*0.405))))=1.098F721.8673.73A1=1.75x2.20=3.85A2=0.45x0.90=0.405(1.75*2.2*0.38)+((0.22/3)*(3.85+0.405+(SQRT(3.85*0.405))))=1.867F820.6781.36A1=1.30x1.55=2.015A2=0.38x0.60=0.228(1.3*1.55*0.23)+((0.22/3)*(2.015+0.228+(SQRT(2.015*0.228))))=0.678F924.2548.51A1=2.35x2.80=6.58A2=0.45x0.90=0.405(2.35*2.8*0.45)+((0.45/3)*(6.58+0.405+(SQRT(6.58*0.405))))=4.254F1012.3802.38A1=2.2x2.20=4.84A2=0.775x0.90=0.6975(2.2*2.2*0.38)+((0.22/3)*(4.84+0.6975+(SQRT(4.84*0.6975))))=2.38F1192.17219.55A1=1.85x2.30=4.255A2=0.45x0.90=0.405(1.85*2.3*0.3)+((0.45/3)*(4.255+0.405+(SQRT(4.255*0.405))))=2.172F1132.1726.52A1=1.85x2.30=4.255A2=0.45x0.90=0.405(1.85*2.3*0.3)+((0.45/3)*(4.255+0.405+(SQRT(4.255*0.405))))=2.172F12150.67010.04A1=1.40x1.40=1.96A2=0.53*0.53=0.2809(1.4*1.4*0.23)+((0.22/3)*(1.96+0.2809+(SQRT(1.96*0.2809))))=0.670F1321.1322.26A1=1.75x1.75=3.06A2=0.53*0.53=0.2809(1.75*1.75*0.3)+((0.15/3)*(3.06+0.2809+(SQRT(3.06*0.2809))))=1.132F1441.9547.82A1=1.90x2.15=4.085A2=0.49x0.60=0.294(1.9*2.15*0.38)+((0.22/3)*(4.085+0.294+(SQRT(4.085*0.294))))=1.954F1521.2772.55A1=1.65x1.90=3.135A2=0.49x0.60=0.294(1.65*1.9*0.3)+((0.23/3)*(3.135+0.294+(SQRT(3.135*0.294))))=1.277F1620.6051.21A1=1.25x1.40=1.75A2=0.49x0.60=0.294(1.25*1.4*0.23)+((0.22/3)*(1.75+0.294+(SQRT(1.75*0.294))))=0.605F1722.1344.27A1=1.70x2.75=4.675A2=0.49x1.55=0.7595(1.7*2.75*0.3)+((0.3/3)*(4.675+0.7595+(SQRT(4.675*0.7595))))=2.134F1722.2444.49A1=1.70x2.75=4.675A2=0.74x1.55=1.2865(1.7*2.75*0.3)+((0.3/3)*(4.675+1.2865+(SQRT(4.675*1.2865))))=2.244F1822.5002.500.6808.50Cone Column FootingF1970.3742.62A1=1.10x1.10=1.21A2=0.45x0.45=0.2025(1.1*1.1*0.23)+((0.15/3)*(1.21+0.2025+(SQRT(1.21*0.2025))))=0.37494TOTAL170.795.9Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1Foundations, footings, bases of columns, etc. For mass concrete.Particularsno.Total No.LBDQTYF1922.152.600.45038.475F2721.652.100.30015.750F31321.852.300.38041.002F4222.052.050.75012.300F5422.252.250.30010.800F6221.501.950.3004.140F7221.752.200.3806.004F8221.301.550.2302.622F9222.352.800.4509.270F10122.202.200.3803.344F111221.852.300.30029.880F121521.401.400.23019.320F13221.751.750.3004.200F14421.902.150.38012.312F15221.651.900.3004.260F16221.251.400.2302.438F17421.702.750.30010.680F18222.502.500.68013.600F19721.101.100.2307.08494TOTAL247.48122.7Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs."c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :22.7.1"With average thickness of 120mm and minimum thickness at khurra as 65 mm."Area T9-N9- P16-N16SqmtT9-T11-N9-N1117.0411.0777.93P11-P12-T11-T1218.263.932.21R12-R13-N12-N1316.552.5016.38P11-P12-N11-N1213.92.459.56T13-T16-N13-N16110.6411.10118.10TotalSqmt254.18Area Entrace LobbyN8-N9-P8-P912.451.493.6505N7-N8-S7-S817.841.6913.2496T1-T7-M1-M7114.6714.67215.2089M1-M6-L1-L6111.073.2535.9775TotalSqmt268.09Area L1-L6-D1-D6L1-L6-H1-H6111.0710.64117.7848H3-H6-G3-G616.252.8617.88G1-G6-D1-D6111.0710.64117.7848TotalSqmt253.44Total775.71This Bill Qty775.71Lower Terrace-Main Head RoomAbove stair case Near she toilet0.519.513.564.125D30-A28-H6Above stair case Near he toilet0.519.513.564.125N12-A25-A23Total128.250PH & He/She Toilet & With Connecting corridorA34-A31-C1/P22-T19-T1720.59.109.1082.81C3-D3-D6-C5'/N16-P'17-R16'-R17Rectangular Portion215.102.1021.42Traingular Portion20.51.502.103.15Total107.380TOTAL1011.34

PLUMBINGSl.NoBOQ NoParticularsDetails of Actual MeasurementsContents AreaNo'sLBUnit Wt17.10Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required17.1.1White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.Acadamic BlockGround FloorShe Toilet11.00He Toilet11.00First FloorShe Toilet11.00He Toilet11.00TOTAL4.0017.3Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required17.3.1W.C. pan with ISI marked white solid plastic seat and lidfoot rests.Acadamic BlockGround FloorShe Toilet22.00Physicallu challenged toilet11.00He Toilet22.00Physicallu challenged toilet11.00Professor11.00Asst Professor11.00Associate Professor11.00First FloorShe Toilet22.00Physicallu challenged toilet11.00He Toilet22.00Physicallu challenged toilet11.00Asst Professor11.00Asst Professor11.00TOTAL17.0017.5Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required17.5.1Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.Acadamic BlockGround FloorHe Toilet44.00First FloorHe Toilet44.00TOTAL8.0017.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps,32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require17.7.1White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps.Acadamic BlockGround FloorShe Toilet33.00Physicallu challenged toilet11.00He Toilet33.00Physicallu challenged toilet11.00Professor11.00Asst Professor11.00Associate Professor11.00First FloorShe Toilet33.00Physicallu challenged toilet11.00He Toilet33.00Physicallu challenged toilet11.00Asst Professor11.00Asst Professor11.00TOTAL21.0017.35.1100 mm dia.17.35.1.2Centrifugally cast (spun) iron socketed pipe as per IS: 3989.Acadamic Block {Internal}Ground FloorHe Toilet & PC Toilet21.8821.880She Toilet & PC Toilet20.0320.030Assistant Prooffesor Toilet-11.381.380Associate Prooffesor Toilet-21.381.380Prooffesor Toilet1.321.320First FloorHe Toilet & PC Toilet20.920.900She Toilet & PC Toilet21.5521.550Assistant Prooffesor Toilet-11.381.380Prooffesor Toilet1.321.320ExternalHe Toilet -External10.0010.00She Toilet-External10.0010.00Professor Toilet-External13.2813.28Associate Professor Toilet-External10.8510.85TOTAL135.27017.35.2.75 mm dia.17.35.2.2.Centrifugally cast (spun) iron socketed pipe as per IS: 3989.Acadamic Block {Internal}Ground FloorHe Toilet & PC Toilet26.626.600She Toilet & PC Toilet29.1429.140Assistant Prooffesor Toilet-12.852.850Associate Prooffesor Toilet-22.732.730Prooffesor Toilet2.962.960First FloorHe Toilet & PC Toilet23.0523.050She Toilet & PC Toilet21.6721.670Assistant Prooffesor Toilet-12.852.850Prooffesor Toilet2.962.960ExternalHe Toilet -External10.2910.29She Toilet-External10.2910.29Professor Toilet-External1.861.86Associate Professor Toilet-External11.8411.84TOTAL149.09017.39Providing and fixing plain bend of required degree.17.39.1100 mm17.39.1.2Centrifugally cast (spun) iron socketed pipe as per IS: 3989.Acadamic Block {Internal}Ground FloorHe Toilet & PC Toilet77.00She Toilet & PC Toilet77.00Assistant Prooffesor Toilet-111.00Associate Prooffesor Toilet-211.00Prooffesor Toilet11.00First FloorHe Toilet & PC Toilet77.00She Toilet & PC Toilet77.00Assistant Prooffesor Toilet-111.00Prooffesor Toilet11.00ExternalHe Toilet External22.00SHe Toilet External22.00Professor Toilet-External11.00Associate Professor Toilet-External33.00TOTAL41.0017.39Providing and fixing plain bend of required degree.17.39.2.75 mm17.39.2.2Centrifugally cast spun iron S&S as per IS - 3989Acadamic BlockGround FloorHe Toilet & PC Toilet88.00She Toilet & PC Toilet99.00Assistant Prooffesor Toilet-122.00Associate Prooffesor Toilet-222.00Prooffesor Toilet11.00FirstFloorHe Toilet & PC Toilet88.00She Toilet & PC Toilet99.00Assistant Prooffesor Toilet-122.00Prooffesor Toilet11.00ExternalHe Toilet External22.00SHe Toilet External22.00Professor Toilet-External11.00Associate Professor Toilet-External33.00TOTAL50.0017.44Providing and fixing single equal plain junction of required degree :(Y)17.44.1100x100x100 mm17.44.1.2Centrifugally cast spun iron S&S as per IS - 3989Acadamic BlockGround FloorHe Toilet & PC Toilet55.00She Toilet & PC Toilet33.00First FloorHe Toilet & PC Toilet55.00She Toilet & PC Toilet33.00ExternalHe Toilet External11.00SHe Toilet External11.00Associate Professor Toilet-External11.00TOTAL19.0017.44Providing and fixing single equal plain junction of required degree :(Y)17.44.2.75X75X75 mm17.44.2.2Centrifugally cast spun iron S&S as per IS - 3989Acadamic BlockGround FloorHe Toilet & PC Toilet66.00She Toilet & PC Toilet66.00Assistant Prooffesor Toilet-111.00Associate Prooffesor Toilet-211.00Prooffesor Toilet11.00First FloorHe Toilet & PC Toilet66.00She Toilet & PC Toilet66.00Assistant Prooffesor Toilet-111.00Prooffesor Toilet11.00ExternalHe Toilet External11.00SHe Toilet External11.00Associate Professor Toilet-External11.00TOTAL32.0017.58Providing lead caulked joints to centrifugally cast (spun) iron pipes and fittings of diameter:(Lead Joint)17.58.1100 mmAcadamic BlockGround FloorHe Toilet & PC Toilet2828.00She Toilet & PC Toilet2323.00Assistant Prooffesor Toilet-122.00Associate Prooffesor Toilet-222.00Prooffesor Toilet22.00First FloorHe Toilet & PC Toilet2828.00She Toilet & PC Toilet2323.00Assistant Prooffesor Toilet-122.00Prooffesor Toilet22.00ExternalHe Toilet External1212.00SHe Toilet External1212.00Professor Toilet-External1212.00Associate Professor Toilet-External1515.00TOTAL163.0017.58Providing lead caulked joints to centrifugally cast (spun) iron pipes and fittings of diameter:(Lead Joint)17.58.275 mmAcadamic BlockGround FloorHe Toilet & PC Toilet3939.00She Toilet & PC Toilet4242.00Assistant Prooffesor Toilet-11010.00Associate Prooffesor Toilet-288.00Prooffesor Toilet88.00First FloorHe Toilet & PC Toilet3939.00She Toilet & PC Toilet4242.00Assistant Prooffesor Toilet-11010.00Prooffesor Toilet88.00He Toilet External1313.00SHe Toilet External1313.00Professor Toilet-External44.00Associate Professor Toilet-External1818.00TOTAL254.0017.60.Providing and fixing trap of self cleansing design with screwed down orhinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors :17.60.1100 mm inlet and 100 mm outletAcadamic BlockGround FloorHe Toilet & PC Toilet11She Toilet & PC Toilet11First FloorHe Toilet & PC Toilet11She Toilet & PC Toilet11TOTAL418.9.Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings .This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.18.9.5.40mm nominal inner dia .PipesAcadamic BlockGround FloorHe Toilet & PC Toilet6.126.120She Toilet & PC Toilet1.831.830Assistant Prooffesor Toilet-10.80.800Associate Prooffesor Toilet-20.850.850Prooffesor Toilet0.850.850First FloorHe Toilet & PC Toilet6.126.120She Toilet & PC Toilet1.831.830Assistant Prooffesor Toilet-10.80.800Prooffesor Toilet0.850.850TOTAL20.05018.9.6.50mm nominal inner dia .PipesAcadamic BlockGround FloorHe Toilet & PC Toilet3.353.350She Toilet & PC Toilet2.272.270First FloorHe Toilet & PC Toilet3.353.350She Toilet & PC Toilet2.272.270TOTAL11.24018.1Providing and fixing G.I. pipes (Medium class) complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall18.10.115 mm dia. nominal boreAcadamic Block-D1Ground FloorHe Toilet & PC Toilet5.75.700She Toilet & PC Toilet6.746.740Assistant Prooffesor Toilet-14.424.420Associate Prooffesor Toilet-23.113.110Prooffesor Toilet3.893.890First FloorHe Toilet & PC Toilet5.75.700She Toilet & PC Toilet6.746.740Assistant Prooffesor Toilet-14.424.420Prooffesor Toilet3.893.890Professor Toilet0.80.80Associate professor Toilet3.73.70TOTAL49.11018.10.220mm dia. nominal boreHe Toilet External3.43.40She Toilet External11.211.20Total14.6018.10.325 mm dia. nominal boreAcadamic BlockGround FloorHe Toilet & PC Toilet7.47.400She Toilet & PC Toilet2.532.530First FloorHe Toilet & PC Toilet7.47.400She Toilet & PC Toilet2.532.530TOTAL19.86018.10.540 mm dia. nominal boreAcadamic BlockGround FloorHe Toilet & PC Toilet6.46.400She Toilet & PC Toilet6.66.600First FloorHe Toilet & PC Toilet6.46.400She Toilet & PC Toilet6.66.600ExternalHe Toilet2.22.20She Toilet2.22.20Professor Toilet7.27.20Associate professor Toilet7.37.30Terrace2.652.65TOTAL47.550

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