Providing and Fitting of Modern Structural Metal Railing Courtyard Grills along with allied Works at Sub Divisional Complex Reasi

Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth Quantity = 45(2’x2’x2’) = 360 Cft = 10.19 Cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Quantity = 45(2’x2’x3’’) = 45 Cft = 1,27 Cum

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity = 45x4 (2’x1') = 360 Sft = 33.44 Sqm

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Quantity = + (170'x2'x1') +45(2’x2’x3'')= 385 Cft = 10.90 Cum

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 (1 cement : 4 fine sand) Total = 27.96 Sqm

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 10mm =300'[email protected]/m= 56.41kg 8mm= 200’ = [email protected]/m= 24.07 kg Total = 80.48 Kg

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Foundations = 45(1.5’x2’x2’) Total Quantity = 270 Cft = 7.64 Cum

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)approx 80 Rm 1. MS Posts(50x50x3mm) 45 Nos. × 1.20 m × 4.43 kg/m= 239.22 kg 2. Top Rail (40×20×2 mm RHS) 80.00 m × 1.70 kg/m= 136.00 kg 3. Bottom Rail (25×25×2 mm SHS) 80.00 m × 1.43 kg/m = 114.40 kg 4. Decorative MS Chains L.S.= 18.00 kg 5. Base Plates, Anchor Bolts, Cleats & Welding Allowance L.S.= 15.78 kg Total Steel Quantity = 523.00 kg (Approx.)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Quantity =27.20 Sqm

Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work Quantity = 27.20 Sqm