Name of Work:- Providing and fixing different Dia. Sluice valves in Ward no. 02
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Item Description
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Providing & fixing of heavy weight Beam HB 200 with fabrication as per site condition.4.5 RM × 10 Nos = 45 RM0.7 RM × 5 Nos = 3.50 RMTotal Length = 48.50 RMWeight Calculation of Heavy BeamWeight of heavy beam HB 200 per RM = 40 kg/RM48.50 RM × 40 kg = 1940 kgFabrication Work Fabrication of 20 mm thick M.S. plate as per site measurement including: Cutting by gas cutter Welding by welding machine with the help of D.G. set MS Plate Measurement & Weight6 × 1.5 mtr × 2.5 mtr = 22.50 Sq. mtrWeight of 20 mm thick MS plate per square meter = 157 kg22.50 × 157 = 3532.50 kgTotal Weight CalculationMS Plate Weight = 3532.50 kgHB Beam Weight = 1940 kgTotal = 5472.50 kgAccessories Hinges, hold fast, handle etc. = 10 kg
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Providing, Fixing, jointing & testing double flange sluice valve confirming to IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, all complete.b) with byepass arrangement PN1.614.6.2/176
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400 mmdia
4
300 mmdia
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200 mm dia
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150 mm dia
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100 mm dia
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80 mm dia
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Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining.4.11.8/61
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400 mm dia PN1.6
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300 mm dia PN1.6
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200mm dia PN1.6
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150 mm dia PN1.6
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100 mm dia PN1.6
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80 mm diaPN 1.6
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Providing and laying in position cast iron flanged spigot (tail piece)3.11.9/43
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400 mm dia PN1.6
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300 mm dia PN1.6
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200mm dia PN1.6
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150 mm dia PN1.6
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100 mm dia PN1.6
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80 mm dia PN1.6
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Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for : Walls (any thickness)including attached pilasters, butteresses, plinth and string courses19.1.2/208/ vol II
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Reinforced cement concrete work in walls (anythickness), including attached pilasters,buttresses,plinth and string courses, fillets, columns, pillars,piers,abutments,posts and struts etc.above plinth level and upto floor two level excluding cost of centering, shuttering and reinforcement etc.Cement concrete grade M-20 (NominalMix) with 20 mm maximum size of stone aggregate.5.2.1/46/ vol II
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Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and overlaps upto12 mm horizontal/ inclined position of reinforcement bars in slab and beams,plinth,chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS:13920; IS456&SP: 34) etc. completemild steel and Medium Tensile steel bars.5.11.1/47/ vol II Please Enable Macros to View BoQ information
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