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T D S Description of work E.W/I.G 5,636 11,882 2.00 17,518 35,036 E.W/M.G 35,036 4*2*1/2*150 600 35,636 E.W/E.G 35,636 4*2*1/2*150 600 36,236 I.W/I.G 4,877 1,829 1,524 3,448 4,267 5,636 21,581 I.W/M.G 21,581 8*1/2*150 600 2*2*1/2*150 300 22,481 ddt "T" Junction 8*1/2*300 1,200 21,281 35.64 Random Rubble Masonry in cement mortar 1:5 in f 0.30 0.46 4.92 21.28 0.30 0.46 2.94 7.85
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Nadeeka-Maxwell Project Estimate

Sep 29, 2015

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MeasurementsTDSDescription of workE.W/I.G5,63611,8822.0017,51835,036E.W/M.G35,0364*2*1/2*15060035,636E.W/E.G35,6364*2*1/2*15060036,236I.W/I.G4,8771,8291,5243,4484,2675,63621,581I.W/M.G21,5818*1/2*1506002*2*1/2*15030022,481ddt "T" Junction8*1/2*3001,20021,28135.64Random Rubble Masonry in cement mortar 1:5 in foundation0.300.464.9221.280.300.462.94304.8304.87.850.30152.4457.20.4635.64DPC (3/4" thick DPC in cement sand 1:2 finished 0.3010.69with 2 coats hot tar and blinded with sand.)21.280.306.3835.6360.310.690817.0821.0810.36.32434.883" Thick cement concrete 1:2-1/2:5(1") in floor (Mass concrete)2.4411.894.881.832.441.832.441.525.641.522.7911.892.7913.7423,868,506.8811401129.22.449.294.425.6413.743.051.01100000028.334.4623.8711.40(4.46)23.8723.8723.8711.4011.404.271.983.451.6763.6814.713.31(3.31)63.6811.400.084.7818,061,103.026" Thick hollow block work in cement and sand mortar 1:5 with 1,000,000.00cavities unfilled.2.0018.0636.122.0018.0636.1236.121.0011.8811.8811.8811.882.4328.922.432.0018.062.433.6628.9228.9236.1228.9243.461.0011.8811.883.6643.463.6643.4643.461.0021.882.434.883.601.98138.164.271.52(16.70)ddt5.6421.882.43121.4653.26Deduction for Doors windows & opening areasTypeNO,SWIDTHHEIGHTArea (m)TypeNO,SWIDTHHEIGHTArea (m)mmmmD13.001.152.12(7.31)D13.001.152.127.31D22.000.952.09(3.97)D22.000.952.093.97W13.001.201.09(3.92)W13.001.201.093.92C14.000.610.61(1.49)C14.000.610.611.49(16.70)2.0018.0636.125/8" thick to wall in lime cement and sand 1:1:5 finished 218.0612.1812.1836.12semi-rough with wooden float.36.122.433.66External Wall Plaster29.6544.561.0012.182.4329.6529.65Deduction for Doors windows & opening areas`1.0012.183.6644.56TypeNo of SideWIDTHHEIGHTArea (m)44.56mmD13.001.152.12(7.31)110.33D21.000.952.09(1.99)W13.001.201.09(3.92)(13.22)(13.22)ddt4877487797.1192941829487724382289243811732243810101.0017.1817.185/8" thick Plastering to wall in lime cement and sand 1:1:5 11.7311433441717.18finished smooth with lime putty floating.11.432038Internal Wall Plaster196571.0016.8116.8119.6616.81TypeNo of SideWIDTHHEIGHTArea (m)117.1811.7311.43mm17.182.433.661.0011.73D13.001.152.12(7.31)28.5641.822.4328.56D23.000.952.09(5.96)116.8128.56W13.001.201.09(3.92)16.81C18.000.610.61(2.98)1.0011.43(20.17)3.6641.8241.821.0019.66athurugiriya town2.4347.854km kaduwela47.855km152.22803lackperch(20.17)ddt132.0575mm concrete slab6'*6' 12mm diameter R/F mesh12MM bars13 No's0.14ton11.51140.00kg0.151.757.16Slab - 1 Area1.754.35Slab - 2 Area11.51roof area83.28Wall Tilling10.025.20Tile for Slab-Area =10.024.8661061010092.4122.48Tile for Slab - Wall8.527.9718761774426622.480.610.611010426750275.204.86441713141164(2.23)61079653048Tile for Slab - Side (75mm)15.83852370524.72m20.156102.41158297.3232.04TypeNo of SideWIDTHHEIGHTArea (m)mmC16.000.610.61(2.23)(2.23)Charging Room3.0483.6586.7061.524Area10.22ddt2.907.3212"*12" Tile0.09344.90No's345.0011.40Floor tile2.7914.19Filling Room11.4014.19Charging Room2.7914.1924'*24' Tile0.3738.18No's39.00ROOF COVERING1.0012.18ROOF COVERING7.0585.85 need to add splying85.85msplying75mmwidthlengthareaasbastors sheet size1.092.502.73m0.992.352.33widthlengtharea2.33total area85.85asbastors sheet size1.103.664.01After ddt side lap and end lap1.003.513.50no of asbastror roofing sheets37.00total area85.85no of asbastror roofing sheets25.0013.698630137
Basic RatesBasic PricesMATERIALSLABOURPLANTItem No.DescriptionCode No.UnitPrice ( Rs.)Item No.DescriptionCode No.UnitPrice ( Rs.)Item No.DescriptionCode No.UnitPrice ( Rs.)1AcidM-001Gal1PainterL-001Day1Hire of MixerP-001Day3,500.002Anti Corrosive PrimerM-002litre2PlumberL-002Day2Hire of VibratorP-002Day3Asbestos Corrugated Sheet (12'*3.6')M-003No2,050.003SK LabourL-003Day1,500.003Vibrating RammerP-003Day4Barrel BoltM-004No4SK Labour (Vibrator)L-004Day5Binding Wire - 16 BWM-005Lbs125.005TinkerL-005Day6BitumenM-006Gal85.006TilerL-006Day7Blasting PowderM-007Lbs7U / SK LabourerL-007Day1,200.008BlueM-008Ozs8CarpenterL-008Day1,500.009Boild LimeM-009Cwt9MasonL-009Day1,500.0010Bolts 16mm 18"M-010No10GlazierL-010Day11Brass Fanlight ChtchesM-011No12Brass Nails - 1 1/2" M-012Lbs13Brass Pannel PinsM-013Doz14Brass scews - 1"M-014No15Brass Screws 1 1/2"M-015No3516Brass Screws - 1/2 "M-016No17Brass Screws - 3/4" M-017No18Brass Screws - 4" Long M-018No19BricksM-019No20Brush - 3" M-020No21Brush - 6" M-021No22Brush 2"M-022No23Butt HingesM-023No24Casement FastenersM-024No25Casement StaysM-025No26CementM-026Bag920.0027Clear Glass panes M-027Sq.ft28Clips and Nails - 1 " M-028No29Clips and Nails - 1 1/2 " M-029No30Clips and Nails - 1 1/4 " M-030No31Clips and Nails - 2 " M-031No32Clips and Screws - 3 " M-032No33Clout Nails - 1/4"M-033Lbs34Coir Brush - 6"M-034No35Coloured PigmentM-035Lbs36Colouring PowderM-036Lbs37Cotton WasteM-037Lbs38D. D. T. PowderM-038Lbs39Diesel Fuel M-039Ltr40Door CloserM-040No41Draw RingsM-041No42Earth Delivered at SiteM-042Cube43Emulsion PaintM-043litre44Enamel PaintM-044litre45Fibre / Plastic PlugsM-045No46Fire WoodM-046Lbs- 047Flannel ClothM-047Yards48Flat Asbestos Ceiling SheetsM-048Sq.ft49Floor BrushM-049No50Fuel ForgeM-050Ltr51Fuse wireM-051L.ft52Galvanised iron sheet(8'X4') - 18 B.W.G (1.2 mm)M-052No53Gravel delivered to siteM-053Cube54Gutter BracketsM-054No55Gutter joinerM-055No56Half Round Clay TilesM-056No57Hollow Cement Block - 8" thk. M-057No58Hollow Cement Blocks - 4" thk. M-058No59Cement Blocks - 6" thk. M-059No35.0060Iron Nails - 1 1/2M-060Kg.61Iron Screws - 3/4" M-061No62Jumper SteelM-062Lbs63Jute HessianM-063Sq.ft64Metal - 1 " M-064Cube7,500.0065Metal - 1 1/2 "M-065Cube66Metal - 3/4 " M-066Cube7,000.0067Mild Steel Dowels - 5/8" , 4" Long.M-067No68Mild Steel Rods including transport to siteM-068Kg.102.0069Mineral Turpentine or ThinnerM-069litre70Mortice lock with screwsM-070No71Mould OilM-071litre72Nails - 2" M-072Lbs73Nails - 3/4"M-073Lbs74Plywood Sash - 6' 9" X 2' 9" M-074No75PrimerM-075litre76PVC Elbows / Bent / Socket - 3/4" M-076No77PVC Sockets - 1" M-077No78PVC down pipes - 12' lengthM-078No79PVC elbow - for rainwater down pipes.M-079No80PVC Elbows / Bent / Socket - 1 1/2" M-080No81PVC Elbows / Bent / Socket - 1 1/4" M-081No82PVC Elbows / Bent / Socket - 1" M-082No83PVC Elbows / Bent / Socket - 1/2" M-083No84PVC Elbows / Bent / Socket - 2 1/2" M-084No85PVC Elbows / Bent / Socket - 2" M-085No86PVC Elbows / Bent / Socket - 3" M-086No87PVC End capM-087No88PVC gutter - 12' lengthM-088No89PVC gutter head - 6"M-089No90PVC joiner - 3 1/2"M-090No91PVC mitre bend 6" diaM-091No92PVC Pipes - 1 1/2"M-092L.ft93PVC Pipes - 1 1/4"M-093L.ft94PVC Pipes - 1" M-094L.ft95PVC Pipes - 1/2" M-095L.ft96PVC Pipes - 2"M-096L.ft97PVC Pipes - 3"M-097L.ft98PVC Pipes - 3/4"M-098L.ft99PVC ShoeM-099No100PVC Sockets - 1 1/2" M-100No101PVC Sockets - 1 1/4" M-101No102PVC Sockets - 2" M-102No103PVC Sockets - 3" M-103No104PVC StrapsM-104No105Ridge Tiles (calicut)M-105No106Ridges 3' 8" Long (Asbestos)M-106Pair107Rim Lock with ScrewsM-107No108Roof tiles - calicutM-108No109Roofing Screws and WashersM-109No6.50110Roofing Screws or BoltsM-110No111Rubble - 6" - 9" M-111Cube3,700.00112SaltM-112Lbs113SandM-113Cube9,500.00114Sand PapersM-114No115Slaked LimeM-115Lbs300.00116Soldering LeadM-116Lbs117Solvent CementM-117Grms118Spur StoneM-118No119TarnapM-119Gal120Tee - 1 " DiaM-120No121Tee - 1 1/2 " Dia M-121No122Tee - 1/2 " Dia M-122No123Tee - 2 " Dia M-123No124Tee - 2 1/2" Dia M-124No125Tee - 3 " Dia M-125No126Tee - 3/4 " Dia M-126No127Tee - Dia 1 1/4 " M-127No128Tee HingesM-128Pair129Tiles Pressed - 12" X 12"M-129No130Tiles Pressed - 8" X 8"M-130No131Tiles Terrazzo - 6" X 6"M-131No132Tiles Terrazzo - 12" X 12"M-132No133Timber Beading - 1/2" X 1/2" M-133L.ft134Timber Beadings - 1 1/2"X1/2" (Halmilla)M-134L.ft135Timber Ceiling Plank - 6"x3/4" (Lunumidella) M-135Sq.ft136Timber Class IM-136Cu.ft137Timber Class I - 3" x 1'1/2" M-137L.ft138Timber Class I - 4"X3" M-138Cu.ft139Timber Class I Planks - 1 1/2" M-139Sq.ft139aTimber Class I Planks - 1" M-139aSq.ft140Timber Class II M-140Cu.ft141Timber Class II - 1" Thick M-141Sq.ft142Timber Class II - 2" x 1" M-142L.ft143Timber Class II - 2" x 2" M-143L.ft144Timber class II - 4"X 2"M-144L.ft145Timber Cove Molding - 2"X2" (Halmilla)M-145Sq.ft146Timber ceiling Joists - 4" x 2" M-146L.ft147Timber Planks - 1" (Valance board)M-147Sq.ft148Timber PurlinsM-148L.ft149Timber Reepers - 2"X1" M-149L.ft150Timber Strips - 2" X 1/4" M-150L.ft151Timber WedgesM-151No152Tor Steel Rods including transport to siteM-152Kg.153Tower / Skeleton Brass BoltsM-153No154VarnishM-154Ltr155Wall Tiles Glazed 6" x 6"M-155No156Wall Tiles Glazed 8" x 12"M-156No157WaterM-157Gal- 0158Wax PolishM-158Lbs159White Cement/ tile groutM-159Lbs160Wire BrushM-160No161Wire NailsM-161Lbs162Wire Nails 2" LongM-162Lbs163Wire Nails 6" LongM-163Lbs164Wirecut BricksM-164No165Wood PreservativeM-165Gal166Yellow OchreM-166Lbs
Bar Shedule-SlabBAR SCHEDUAL FOR CONCRETE SLABBARTYPE &SHAPESHAPELENGTH (M) LENGTH OF MEMBNO OFNO OFTOTALTOTAL LENGTHWEIGHT(M.TON)MARKSIZECODEaINCL LAPEXC LAPELEMENTEACHNO'SINCL LAPEXCL LAPINCL LAPEXCL LAP01,Y1210.6350.6350.6351303019.0519.050.0170.01702,Y121.-do-1.6391.6391.6391446.566.560.0060.00603,Y121.-do-2.5692.5692.56914410.2810.280.0090.00904,Y121.-do-1.2801.2801.2801212126.8826.880.0240.0240.617100.8881205,Y121.-do-2.0352.0352.03515510.1810.180.0090.0091.579162.4672006,Y121.-do-0.6350.6350.6351663.813.810.0030.00307,Y121.-do-5.6615.6615.66113316.9816.980.0150.01508,Y121.-do-9.4449.4449.44412218.8918.890.0170.01709,Y121.-do-5.0525.0525.05217735.3635.360.0310.03110,Y121.-do-0.6350.6350.6351663.813.810.0030.003151.79151.790.1350.135102,000.0013,748.711,000.0010.65693.841086.9112.6513748.7150.0004.6925100.000102.000
Rate Analysis04.01Random Rubble Masonry in cement mortar 1:5 in foundationAnalysis for 1CubeNoItem DescriptionItem RefUnitQuantityRateAmount1.016" - 9" RubbleM-111Cube1.33,700.004,810.001.02CementM-026Bag5920.004,600.001.03SandM-113Cube0.39,500.002,850.001.04WaterM-157Gal1000.00- 034,027.111.05MasonL-009Day41,500.006,000.001.06U / SK LabourerL-007Day61,200.007,200.00Total for 1Cube25,460.00Rate for 1 Cube25,460.00Rate(Say)1Cube25,460.00Rate(Say)1ft3254.60Rate(Say)1m38,996.477.85m370,663.162.78Item DescriptionUnitQuantityRateAmount7.166" - 9" RubbleCube3.613,700.0013,349.954.35CementBag13.88920.0012,767.1111.51SandCube0.839,500.007,910.0634,027.1141.6396.55635.66116.98342.56910.27629.44418.888ERROR:#REF!03.B.013/4" thick DPC in cement sand 1:2 finished with 2 coats hot tar and blinded with sand.Analysis for 1SqrNoItem DescriptionItem RefUnitQuantityRateAmount1.01CementM-026Bag2.25920.002,070.001.02SandM-113Cube0.119,500.001,045.001.03BitumenM-006Gal1.585.00127.501.04Fire WoodM-046Lbs10- 0- 039,984.501.05WaterM-157Gal10- 0- 01.06MasonL-009Day1.251,500.001,875.001.07U / SK LabourerL-007Day2.51,200.003,000.00Total for 1Sqr8,117.50Rate for 1 Sqr8,117.50Rate(Say)1Sqr8,118.00Rate(Say)1ft281.18Rate(Say)1m2873.5017.08m214,915.059.291.84Item DescriptionUnitQuantityRateAmountCementBag4.13920.003,803.17SandCube0.209,500.001,919.96BitumenGal2.7685.00234.255,957.3805.C.013" Thick cement concrete 1:2-1/2:5(1") in floor Analysis for 1CubeNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905CementM-026Bag14920.0012,880.001.0199999809SandM-113Cube0.69,500.005,700.001.02999997141 " MetalM-064Cube0.97,500.006,750.001.0399999619Hire of MixerP-001Day0.3333,500.001,165.501.0499999523WaterM-157Gal1000.00- 084,702.541.0599999523SK LabourL-003Day0.3331,500.00499.501.0699999523U / SK LabourerL-007Day21,200.002,400.00Total for 1Cube29,395.00Rate for 1 Cube29,395.00Rate(Say)1Cube29,400.00Rate(Say)1m310,388.694.78m349,620.141.69Item DescriptionUnitQuantityRateAmountCementBag23.63920.0021,738.35SandCube1.019,500.009,620.231 " MetalCube1.527,500.0011,392.38Hire of MixerDay0.563,500.001,967.0844,718.0408.026" Thick hollow block work in cement and sand mortar 1:5 with cavities unfilled.Analysis for 1SqrNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905Cement Blocks (hollow) (16"x 8"x 6")M-059No11235.003,920.001.0199999809Allow 5% of Items ( 1.01 ) for Wastage----196.001.0299999714CementM-026Bag0.65920.00598.001.0399999619SandM-113Cube0.079,500.0051.001.0499999523MasonL-009Day1.51,500.002,250.00155,001.751.0599999523U / SK LabourerL-007Day21,200.002,400.001.0699999523Allow 3% of Items ( 1.05, 1.06 ) for Scaffolding----139.50Total for 1Sqr9,554.50Rate for 1 Sqr9,554.50Rate(Say)1 Sq9,554.50Rate(Say)1ft295.55Rate(Say)1m21,028.06155,001.75Ground floor1m21,028.06121.46m2124,869.640.410.209.2913.07Item DescriptionUnitQuantityRateAmountCement Blocks (Sollied) (16"x 8"x 6")No1,463.7535.0051,231.25Allow 5% of Items ( 1.01 ) for Wastage--2,561.56CementBag8.49920.007,815.38SandCube0.919,500.008,691.0270,299.210.0813.A.035/8" thick to wall in lime cement and sand 1:1:5 finished semi-rough with wooden float.1,470.82Analysis for 1SqNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905CementM-026Bag0.8920.00736.001.0199999809Slaked LimeM-115Lbs44300.0013,200.007.431.0299999714SandM-113Cu0.079,500.00665.00408.921.0399999619WaterM-157Gal100.00- 00.651.0499999523MasonL-009Day11,500.001,500.001.0599999523U / SK LabourerL-007Day1.251,200.001,500.001.0699999523Allow 3% of Items ( 1.04, 1.05 ) for Scaffolding----90.00Total for 1Sq17,691.00Rate for 1 Sq17,691.00Rate(Say)1Sq17,691.00Rate(Say)1ft2176.91Rate(Say)1m21,903.55Ground floor 1m21,903.55307,570.4097.11m2184,856.669.2910.45Item DescriptionUnitQuantityRateAmountCementBag8.36920.007,690.61Slaked LimeLbs459.76300.00137,929.33SandCu0.739,500.006,948.71152,568.6513.A.045/8" thick Plastering to wall in lime cement and sand 1:1:5 finished smooth with lime putty floating.Analysis for 1SqrNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905CementM-026Bag0.8920.00736.001.0199999809Slaked LimeM-115kg30300.009,000.001.0299999714SandM-113Cu0.079,500.00665.001.0399999619WaterM-157Gal100.00- 0455,348.441.0499999523MasonL-009Day1.51,500.002,250.001.0599999523U / SK LabourerL-007Day1.51,200.001,800.001.0699999523Allow 3% of Items ( 1.05, 1.06 ) for Scaffolding----121.50Total for 1Sqr14,572.50Rate for 1 Sqr14,572.50Rate(Say)1Sq14,573.00Rate(Say)1ft2145.73Rate(Say)1m21,568.05Ground floor 1m21,568.05132.05m2207,054.079.2914.21Item DescriptionUnitQuantityRateAmountCementBag11.37920.0010,457.13Slaked LimeLbs426.24300.00127,872.55SandCu0.999,500.009,448.36147,778.0410.A.04Roof covering with corrugated asbestos sheets (Timber frame work and ridge covering measured separately) Analysis for 85.85Sqr MeterNoItem DescriptionItem RefUnitQuantityRateAmount1.01Asbestos CorrugatedM-003Sheets252,050.0051,250.001.02Roofing Screws and WashersM109No726.50468.001.03CarpenterL-008Day2.51,500.003,750.001.04U / SK LabourerL-007Day51,200.006,000.00Total for 85.85Sqr Meter61,468.00Rate for 1 Sqr Meter716.02Rate(Say)716.0085.85m261,466.13Item DescriptionUnitQuantityRateAmountAsbestos CorrugatedSheets25.002,050.0051,250.00Roofing Screws and WashersNo72.006.50468.0051,718.0005.A.04Mixing Concrete 1:2:4(3/4")Analysis for 1CubeNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905CementM-026Bag18920.0016,560.001.0199999809SandM-113Cube0.59,500.004,750.001.02999997143/4 " MetalM-066Cube0.887,000.006,160.001.0399999619Hire of MixerP-001Day0.3333,500.001,165.501.0499999523WaterM-157Gal1200.00- 01.0599999428SK LabourL-003Day0.3331,500.00499.501.0700000525U / SK LabourerL-007Day21,200.002,400.00Total for 1Cube31,535.00Rate for 1 Cube31,535.00Rate(Say)1Cube31,540.00Rate(Say)1m311,144.881.75m319,551.65Item DescriptionUnitQuantityRateAmountCementBag11.16920.0010,265.546.36SandCube0.319,500.002,944.530.183/4 " MetalCube0.557,000.003,818.580.3117,028.6510000007.02Mild Steel reinforcement to lintels, slabs, beams or columns bent to shape, laid in position and tied with G.I. Wire as directed.13743797.76Analysis for 1Cwt.13.74NoItem DescriptionItem RefUnitQuantityRateAmount2786786.42.791.0099999905M.S./Tor Steel Rods including transport to siteM-068kg50102.005,100.004882956.961.0199999809Allow 15% of Items ( 1.01 ) for Wastage----765.0011.891.029999971416 BWG Binding WireM-005Lbs1.5125.00187.501.0399999619SK LabourL-003Day11,500.001,500.0023868506.884.881.0499999523U / SK LabourerL-007Day11,200.001,200.0023.87Total for 1Cwt.8,752.50Rate for 1 Cwt.8,752.50Rate(Say)1Cwt8,753.00Rate(Say)1Kg175.066518172.246.52140.00Kg24,508.40Item DescriptionUnitQuantityRateAmount0.03M.S./Tor Steel Rods including transport to sitekg140.00102.0014,280.00Allow 15% of Items ( 1.01 ) for Wastage---2,142.0016 BWG Binding WireLbs4.20125.00525.0016,947.0014.A.02Glazed tiles fixed to walls including bedding in cement mortar 1:2 and raking in ground floor.(Specials measured separately)Analysis for 32.04SqrNoItem DescriptionItem RefUnitQuantityRateAmount1.0099999905Glazed Tiles (12''x12")M-156No1500.00- 01.0199999809Allow 10% of Items ( 1.01 ) for Wastage----- 01.0299999714CementM-026Bag2.5660.001,650.001.0399999619SandM-113Cu0.113,000.00330.001.0499999523White CementM-159Lbs117.5017.501.0599999428MasonL-009Day41,200.004,800.001.0700000525U / SK LabourerL-007Day4700.002,800.001.0800000429U / SK LabourerL-007Day0.25700.00175.00Total for ERROR:#REF!ERROR:#REF!9,772.50Rate for 1 ERROR:#REF!304.99Rate(Say)1Sq305.00Rate(Say)1ft23.05Rate(Say)1m232.82Ground floor1m232.8214.B.02Pressed floor tiles bedded in 1/2" cement mortar 1:2 and pointing in neat cement in ground floorAnalysis for 14.19SqrNoItem DescriptionItem RefUnitQuantityRateAmount1.01Pressed Tiles 24" X 24"M-130No2250.00- 01.02Allow 5% of Items ( 1.01 ) for Wastage----- 01.03CementM-026Bag1.25660.00825.001.04SandM-113Cu0.073,000.00210.001.05Colouring PowderM-036Lbs0.250.00- 01.06Cotton WasteM-037Lbs212.5025.001.07MasonL-009Day41,200.004,800.001.08U / SK LabourerL-007Day4700.002,800.001.09U / SK LabourerL-007Day0.5700.00350.00Total for 10009,010.00Rate for 1 0635.05Rate(Say)1Sq635.00Rate(Say)1ft26.35Rate(Say)1m268.33Ground floor1m268.33
BOQ
Sheet216"x8"x6" Block400200150

15,T 20 - 01 - @ 125C/C

No of bar's

Type/Strength of R/F

Size of R/F

Bar mark

Spacing of R/F

15,T 20 - 01 - @ 125C/C

No of bar's

Type/Strength of R/F

Size of R/F

Bar mark

Spacing of R/F