estt_1
DESCRIPTION
Estimate , drawing , buildingTRANSCRIPT
Sheet1Sl.No.Particulars of work.No.Length.Breadth.Height.Quantity.Est. Qty.A .Building Portion.1Earth Work in excavation.Trenches.0.00228.3503.2503.2500.00Trenches.0.0010.0001.3302.0000.00Step0.003.5003.0001.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.0048.002Earth Work in Filling.Trenches.0.00228.3503.2503.2500.00Plinth.0.0010.0001.3302.0000.00Stair0.000.0000.0000.0000.00Ver.0.000.0000.0000.0000.00Drg. Rm.0.000.0000.0000.0000.00Bed Rm.0.000.0000.0000.0000.00Din Rm.0.000.0000.0000.0000.00Bath.0.000.0000.0000.0000.00Wc.0.000.0000.0000.0000.00Kit.0.000.0000.0000.0000.00Ver.0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.0010.003Sand filling in foundation & plinth.Trenches.0.0012.00010.0001.4200.00Trenches.0.004.00010.0001.4200.00Trenches.0.0029.6703.0001.4200.00Plinth.0.0010.42010.0001.4200.00Stair0.006.00010.0001.4200.00Ver.0.0011.8306.5001.4200.00Drg. Rm.0.005.0008.1701.4200.00Bed Rm.0.003.5003.0000.2500.00Din Rm.0.000.0000.0000.0000.00Bath.0.000.0000.0000.0000.00Wc.0.000.0000.0000.0000.00Kit.0.000.0000.0000.0000.00Ver.0.000.0000.0000.0000.00Step.0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total********************0.0047.004Single BF Soling.Trench.0.00228.3503.250*****0.00Trench.0.0010.0001.330*****0.00Trench.0.0012.00010.000*****0.00Plinth0.004.00010.000*****0.00Stair0.0029.6703.000*****0.00Ver.0.0010.42010.000*****0.00Drg. Rm.0.006.00010.000*****0.00Bed Rm.0.0011.8306.500*****0.00Din Rm.0.005.0008.170*****0.00Bath.0.003.5003.000*****0.00Wc.0.000.0000.000*****0.00Kit.0.000.0000.000*****0.00Ver.0.000.0000.000*****0.00Step.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total********************0.00130.005Cement Concrete (1:3:6)Trenches.0.00228.3503.2500.5000.00Plinth0.0010.0001.3300.3300.000.003.5003.0000.2500.000.0012.00010.0000.3300.000.004.00010.0000.3300.000.0029.6703.0000.3300.000.0010.42010.0000.3300.000.006.00010.0000.3300.000.0011.8306.5000.3300.000.005.0008.1700.3300.00Step0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.0017.006Brick Work in CM (1:6) foundation.750 th footing.0.00228.3502.5000.5000.00625 th footing.0.00228.3502.0800.5000.00500 th footing.0.00228.3501.6700.5000.00375 th footing.0.00228.3501.2501.0000.00250 th footing.0.00228.3500.8302.0000.00Step.0.0010.0000.8301.4200.000.003.2503.0002.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total************************0.0038.00725 mm Th (1:2:4) D P C.Main Walls0.00228.3500.830******0.00Walls0.0010.0000.420******0.00Walls0.000.0000.000******0.00Walls0.000.0000.000******0.00Total********************0.00Less.D0.003.2500.830*****0.00D10.003.0000.830*****0.00D20.003.0000.420*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total************************0.000Grand Total.********************0.0014.008Brick Work in CM(1:6) in GF.Main Walls0.00228.3500.83010.5000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.00Total.********************0.00Less Lintal0.00228.3500.8300.5000.00Less Ver open0.003.2500.8307.0000.00Less Ver open0.003.0000.8307.0000.00Less D0.005.0000.8304.0000.00Less D10.002.5000.8303.2500.00Less D20.002.5000.8302.0000.00Less Stair Open0.000.0000.0000.0000.00Less W0.000.0000.0000.0000.00Less W10.000.0000.0000.0000.00Less W20.000.0000.0000.0000.00Less W30.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.00Total.********************0.000Grand Total.********************0.0038.009Centering / Shuttering upto 3.6mLintal Side0.00228.3500.500*****0.00Lintal Bottom0.0010.0000.500*****0.00Lintal0.003.2500.830*****0.000.003.0000.830*****0.000.003.0000.420*****0.00Roof Slab Bottom0.005.0000.830*****0.00Stair0.002.5000.830*****0.00Ver.0.002.5000.830*****0.00Drg. Rm.0.009.6703.250*****0.00Bed Rm.0.006.5003.000*****0.00Din Rm.0.003.2500.540*****0.00Bath.0.0031.3300.330*****0.00Wc.0.0033.6700.330*****0.00Kit.0.0033.67018.500*****0.00Ver.0.0026.00012.830*****0.000.000.0000.000*****0.00Waist slab bottom0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Landing bottom0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.000.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja side0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.00110.0010R.C.C (1:2:4) in GF.Lintal.0.00228.3500.8300.5000.00Roof.0.0010.0000.4200.5000.00Ver.0.008.0000.8301.0000.00Drg. Rm.0.009.6703.2500.4200.00Bed Rm.0.006.5003.0000.4200.00Din Rm.0.003.2500.8300.5400.00Bath.0.0033.67018.5000.3300.00Wc.0.0012.83026.0000.3300.00Kit.0.006.0001.5000.2500.00Ver.0.003.5001.5000.2500.00Walls. (10")0.003.5001.5000.2500.00Walls. (5")0.0011.8306.5000.3300.00Chujja. W0.000.0000.0000.0000.00W10.001.0000.4500.0500.00W20.000.0000.0000.0000.00W30.000.0000.0000.0000.00V0.000.0000.0000.0000.00Chujja Front0.002.5000.4500.0750.000.000.0000.0000.0000.00Waist Slab0.002.4001.0000.1250.00Landing.0.002.4000.9000.1250.00Beams0.003.5000.2500.3000.00Beams0.002.4000.2500.3000.00Steps0.000.2250.1501.0000.00Beams0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.0014.0011Reinforcement (TOR) in GF********************1260.00**************************************************1260Total********************1260.00126012Brick Work in CM(1:6) in FF.Parapet.0.000.0000.0000.0000.00Stair Cover.0.000.0000.0000.0000.000.0018.5000.8307.0000.000.006.5000.8307.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.00Total.********************0.00Less Stair Door.0.003.0000.8306.5000.000.0018.5000.8300.5000.000.006.5000.8300.5000.000.000.0000.0000.0000.000.000.0000.0000.0000.00Total.********************0.000Grand Total.********************0.01.5013Centering / Shuttering above 3.6mLintal0.0018.5000.500*****0.00Lintal0.006.5000.500*****0.00Lintal0.003.5000.830*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Roof Slab Bottom0.0018.5008.170*****0.00Stair0.0018.5000.330*****0.00Ver.0.008.1700.330*****0.00Drg. Rm.0.000.0000.000*****0.00Bed Rm.0.000.0000.000*****0.00Din Rm.0.000.0000.000*****0.00Bath.0.000.0000.000*****0.00Wc.0.000.0000.000*****0.00Kit.0.000.0000.000*****0.00Ver.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.00Roof Slab Side0.000.0000.000*****0.000.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.00Beam Side0.000.0000.000*****0.000.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.00Chujja0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.001114R C C(1:2:4) FF.Lintal0.0018.5000.8300.5000.00Chujja0.006.5000.8300.5000.00Roof Slab0.003.5001.5000.2500.00Waist Slab0.0018.5008.1700.3300.00Step0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.001.0015Reinforcement (TOR) in FF.********************90.00**************************************************90Total********************90.009016Half Brick work (1:4) in Foundation.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00017Half Brick work (1:4) in GF.Wall0.0010.00010.500*****0.000.003.0007.000*****0.000.0010.0000.500*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.0012.001825 mm Th (1:2:4) flooring.Stair0.0012.00010.000*****0.00Ver.0.004.00010.000*****0.00Bed Rm.0.0029.6703.000*****0.00Drg. Rm.0.0010.42010.000*****0.00Din Rm.0.006.00010.000*****0.00Kit.0.0011.8306.500*****0.00Ver.0.005.0008.170*****0.00W/c0.000.0000.000*****0.00Bath.0.000.0000.000*****0.00Steps Treads0.003.2500.830*****0.00Landings0.006.5003.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.0072.00196 mm th (1:4) Plaster.Stair0.0012.00010.000*****0.00Ver.0.004.00010.000*****0.00Bed Rm.0.0029.6703.000*****0.00Drg. Rm.0.0010.42010.000*****0.00Din Rm.0.006.00010.000*****0.00Kit.0.0011.8306.500*****0.00Ver.0.005.0008.170*****0.00W/c0.000.0000.000*****0.00Bath.0.000.0000.000*****0.00Waist slab0.009.6703.250*****0.00Landings0.003.0006.500*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.****************0.0075.002012 mm th (1:6) Plaster.Inside.Stair0.0022.00010.500*****0.00Ver.0.0014.00010.500*****0.00Bed Rm.0.0032.67010.500*****0.00Drg. Rm.0.0020.42010.500*****0.00Din Rm.0.0016.00010.500*****0.00Kit.0.0017.33017.500*****0.00Ver.0.0013.17010.500*****0.00W/c0.000.0000.000*****0.00Bath.0.000.0000.000*****0.00Stair0.000.0000.000*****0.00Step rise0.0024.5007.000*****0.000.003.2500.540*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00Lessd0.003.2507.000*****0.00d10.003.0007.000*****0.00d20.005.0004.000*****0.00w0.002.5003.250*****0.00w10.002.5002.000*****0.00w20.000.0000.000*****0.00w30.000.0000.000*****0.00o0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.000Sub Total.********************0.0330Out Side.0.0031.33016.080*****0.00Stair rm0.0033.67016.080*****0.00chujja0.0031.3003.000*****0.000.0033.6703.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Parapet Side0.0018.1707.000*****0.00Parapet top0.008.1707.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00Less.0.003.0006.500*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00Sub Total.********************0.002400Grand Total.********************0.00570021Neat Cement Punning.Inside.Stair0.0022.0001.000*****0.00Ver.0.0014.0001.000*****0.00Bed Rm.0.0032.6701.000*****0.00Drg. Rm.0.0020.5001.000*****0.00Din Rm.0.0016.0001.000*****0.00Kit.0.0017.3301.000*****0.00Ver.0.0013.1701.000*****0.00W/c0.009.6701.000*****0.00Bath.0.003.2500.540*****0.00Stair0.000.0000.000*****0.00Step rise0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total********************0.0036Out Side.Out Side.0.0031.3302.000*****0.000.0033.6702.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00330Grand Total.********************0.0069022White Washing.********************0.00294023Colour Washing********************0.00207024Painting .D0.003.2507.0002.5000.00D10.003.0007.0002.5000.00D20.005.0004.0002.5000.00W0.002.5003.2502.5000.00W10.002.5002.0002.5000.00W20.000.0000.0000.0000.00W30.000.0000.0000.0000.00C B0.000.0000.0000.0000.00GRATINGS0.005.0004.0001.0000.000.002.5003.2501.0000.000.002.5002.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.005325PrimingD0.000.0000.0000.0000.00D10.000.0000.0000.0000.00D20.000.0000.0000.0000.00W0.000.0000.0000.0000.00W10.000.0000.0000.0000.00W20.000.0000.0000.0000.00W30.000.0000.0000.0000.00C B0.000.0000.0000.0000.00GRATINGS0.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.00Total.********************0.005326Wood Work door/window frame.D0.0017.2500.1000.1000.00D10.0017.0000.1000.1000.00D20.0018.0000.1000.1000.00C B0.0011.5000.0000.0000.00W .0.008.4000.1000.1000.00W10.000.0000.0000.1000.00W20.000.0000.0000.1000.00W30.000.0000.0000.1000.00W10.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000.000.0000.0000.0000.000Total.********************0.0000.527Double leaf shutter for doorD0.002.7506.830*****0.00CB0.002.5006.830*****0.000.001.2701.880*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.002.1528Double leaf shutter for window.W0.004.5003.500*****0.00W10.000.0001.270*****0.00W20.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.005.529Single leaf shutter for door.D10.001.7500.650*****0.00D20.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.008.530Single leaf shutter for window.W30.002.0002.750*****0.000.002.0001.500*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.00031MS onamental grill.W0.005.0004.000*****0.00W10.002.5003.250*****0.00W20.002.5002.000*****0.00W30.000.0000.000*****0.00V0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.006.732Masonary open drain.0.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.00Total.********************0.00033R.C Ventilator.0.000.2250.225*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.001.234Rain water pipe.8.005.000**********40.000.0020.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.000.000.000**********0.0012.192Total.********************40.00403575 mm th Brick Work (1:3) GF.2.003.2000.900*****5.760.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.535104Total.********************5.7663675 mm th Brick Work (1:3) FF.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00037Half Brick work (1:4) FF.0.0031.3303.000*****0.000.0033.6703.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000Total.********************0.004838Collapsable gate.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.00039Rolling shutter.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.0040R.C.C Jafri (1:2:4) 50mm Thick.0.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.000.000.0000.000*****0.00Total.********************0.000Ref page NoP-4/ I:1.(a)P-4/ I:2.(a)P-5/ I:7.(a)P-6/I:16.(a)P-5/I:1P-6/I:16.(b)P-6/I:16.(c)P-7/I:9(b).P-5/I:10.(b)P-5/I:10.(c)P-5/I:11(a)P-5/I:11(d)P-5/I:8(a)P-5/I:9(a).P-7/I:4:i(b)P-27/Ii:P-28/INB(i)P-28/I:7P-12/I:1(b)iP-75/I: NB(i)P-75/I: NB(i)P-19/I:80(B)i:eP-19/I:79(A)i:eP28/I:3Ref page NoP-28/I:4(b)P-29/I:6(a)ii.P-29/I:5P-6/I:20(a)P-6/I:23P-36/I:19P-32/I:31(B)(a)P-6/I:22(a)P-10/I:9(a):iiP-6/I:22(b)+24P-11/I:10P-6/I:28(b)
Sheet2Estimate for the Construction of proposed single storied residential building of Sk.Bakir UddinS/O Sk.Nasiruddin, over Plot No. 593, Mouza- Manderboni,Khatian No.203vill.Palasboni,P.S. Laudoha (Faridpur),PO. Gogla, Dist Burdwan.SL NO.Particulars of worksQuantityUnitRateAmountRef page NoRs : PRs : P1Earth work in excavation in foundation.48.00Cum.41.872009.76P-4/ I:1.(a)2Earth work in filling in found. & plinth with available excavated earth.10.00Cum.26.00260.00P-4/ I:2.(a)3Cement Concrete (1:3:6) in foundations & plinth.17.00Cum.2128.0036176.00P-5/ I:7.(a)4Brick work in CM (1:6) in foundation & plinth.45.00Cum.1812.0081540.00P-6/I:16.(a)5Single Brick flat soling with picked jhama bricks.130.00Sqm.110.0014300.00P-5/I:16Brick work in CM (1:6) in super structure (GF)55.00Cum.1838.00101090.00P-6/I:16.(b)7Brick work in CM 1:6) in super structure (FF).1.50Cum.1866.002799.00P-6/I:16.(c)825mm th Damp proof course in cement conc. (1:2:4)14.00Sqm.106.001484.00P-7/I:9(b).9Centering & Shuttering etc. for RCC work upto 3.6m110.00Sqm.144.0015840.00P-5/I:10.(b)10Centering & Shuttering etc for RCC work from 3.6 to 5.0m.11.00Sqm.150.301653.30P-5/I:10.(c)11Reinforcement for RCC using TOR steel upto GF roof.1200.00Kg.40.5848696.00P-5/I:11(a)12Reinforcement for RCC using TOR steel from GF to FF.200.00Kg.40.678134.00P-5/I:11(d)13Reinforced Concrete (1:2:4) work in GF.15.00Cum.2470.0037050.00P-5/I:8(a)14Reinforced Concrete (1:2:4) work in FF.2.00Cum.2496.004992.00P-5/I:9(a).1525 mm th Gray artificial stone flooring (1:2:4) with finish.72.00Sqm.121.008712.00P-7/I:4:i(b)1615 mm th cement plaster (1:6) to Wall floor etc.650.00Sqm.45.0029250.00P-27/Ii:1710 mm th cement plaster (1:4) to ceiling.85.00Sqm.49.004165.00P-28/INB(i)18Neat cement punning.69.00Sqm.16.001104.00P-28/I:719Wood work in door / window frame of Sal (Local/Malaysian) wood.0.75Cum.40518.0030388.50P-12/I:1(b)i2135 mm th panel shutter for window (Double leaf ) Indian Teak.(1/3 glazed,2/3 panelled)8.00Sqm.1601.9912815.92P-75/I: NB(i)2235 mm th panel shutter for window (Single leaf.)Indian Teak(1/3 Glazed,2/3 Panelled).3.50Sqm.1525.705339.95P-19/I:80(B)i:e2335 mm th panel shutter for door(Single leaf.)SAL.15.00Sqm.1576.0023640.00P-19/I:79(A)i:e24White Washing 3 coats with lime.350.00Sqm.6.902415.00P28/I:3C/O To Page 2473854.43Page 2SL NO.Particulars of worksQuantityUnitRateAmountRef page NoRs : PRs : PB/F From Page :1473854.4325Colour washing two coats with lime & pigments over a coat of white wash.250.00Sqm.11.002750.00P-28/I:4(b)26Painting 2 coats with superior quality synthetic enamel paint.53.00Sqm.33.001749.00P-29/I:6(a)ii.27Priming 1 coat to timber or steel with ready mixed primer53.00Sqm.20.001060.00P-29/I:528125 mm th Brick work in CM(1:4) in GF.12.00Sqm.251.003012.00P-6/I:20(a)29125 mm th Brick work in CM(1:4) in FF.48.00Sqm.255.0012240.00P-6/I:2330R.C.ventilator(1:2:4)as per design 25mm th.1.20Sqm.18.0021.60P-36/I:1931Down pipe of polythene with all fittings ( 75mm, back).40.00R/m.102.004080.00P-32/I:31(B)(a)3275mm th Brick work in CM(1:3) in GF6.00Sqm.195.001170.00P-6/I:22(a)33M.S ornamental grill for windows weighing 10 to12 Kg/Sqm.144.00kg.39.005616.00P-10/I:9(a):ii3475mm th Brick work in CM(1:3) in FF.0.00Sqm.145.100.00P-6/I:22(b)+2435S/F Collapsible gate as per standard.0.00Sqm.883.600.00P-11/I:1036S/F R.C.C jafri (1:2:4) 50mm thick.0.00Sqm.239.300.00P-6/I:28(b)37Filling with sand in foundation & plinth including watering etc.55.00Cum.184.5610150.80Total cost of Building Portion.515703.83
&RAbstract, Building Portion &Pof&N
Sheet3GENERAL ABSTRACT.Estimate for the Construction of proposed single storied residential building of Sk.Bakir UddinS/O Sk.Nasiruddin, over Plot No. 593, Mouza- Manderboni,Khatian No.203vill.Palasboni,P.S. Laudoha (Faridpur),PO. Gogla, Dist Burdwan.Built Up Area 836.00 Sqft.Rs. PSub Heads of work.Amount.Estimated Cost for Building Portion.515703.83Estimated Cost for Sanitation & Water Supply @ 10 % of Building Cost.51570.38Estimated Cost of Electrification @ 9% of Building Cost.46413.34Total.613687.56Add for Contingencies @5% of Total Cost30684.38Grand Total Cost of the Building Complete in all respect.644371.94Say.644372.00Rupees Six Lac forty four thousand three hundred seventy two onlySignature of the Owner.Signature of the Estimator.** Based on WBPWD '07-'08 SOR.
&RGeneral Abstract &P of&N
Sheet4Theoriticacal Consumption of CEMENT ,SAND,STONE CHIPS, BRICKS & REINFORCEMENTS.Estimate for the Construction of proposed single storied residential building of Sk.Bakir UddinS/O Sk.Nasiruddin, over Plot No. 593, Mouza- Manderboni,Khatian No.203vill.Palasboni,P.S. Laudoha (Faridpur),PO. Gogla, Dist Burdwan.QuantityCEMENT.BRICKS.STEEL..SAND.STONE CHIPSCum.Numbers.Kgs.Cum.Cum.1Cement Concrete (1:3:6) in foundations & plinth.(20 mm dn.)2.652***********7.9915.982Brick work in CM (1:6) in foundation & plinth.2.0914759.2******12.54*******3Single Brick flat soling with picked jhama bricks.******4192.5*********************4Brick work in CM (1:6) in super structure (GF)2.0914759.2******12.54*******5Brick work in CM 1:6) IN super structure (FF).0.0825582.6******0.495*******625mm th Damp proof course in cement conc. (1:2:4)(12.5 mm dn.)0.11956************0.15680.31227Reinforcement for RCC using TOR steel upto GF roof.************1260**************8Reinforcement for RCC using TOR steel from GF to FF.************90**************9Reinforced Concrete (1:2:4) work in GF.(20 mm dn.)3.08************6.1612.3210Reinforced Concrete (1:2:4) work in FF.(20 mm dn.)19.8************39.679.21125mmthGray artificial stone flooring (1:2:4) with finish.(12.5 mm dn.)0.61488************0.80641.60561212.5 mm th cement plaster (1:6) to Wall floor etc.1.3908************7.296*******136mm th cement plaster (1:4) to ceiling.0.1515************0.60675*******14Neat cement punning.0.10488***************************15125mm th Brick work in CM(1:4) in Foundation.00******0*******16125mm th Brick work in CM(1:4) in GF.0.1098594.12******0.4392*******17125mm th Brick work in CM(1:4) in FF.0.43922376.48******1.7568*******1975mm th Brick work in CM(1:3) in GF0.04572180.84******0.1371*******2075mm th Brick work in CM(1:3) in FF.00******0*******21Sand filling in foundation & plinth.**********************47TOTAL.32.7708437444.941350137.52405APPROXIMATE QUANTITIES OF MATERIELSCement.944Bags.Bricks.37445Numbers.Reinforcements.1351Kgs.Sand.138Cum.Stone chips.(20 mm down)107.50Cum.Stone chips.(12.5 mm down)1.92Cum.
&RMaterial Consumption &P of&N