Tender For Construction Of Temporary Mechanical Store In W.S. Mech. Sub Division, Bahadurgarh., bahadurgarh-Haryana

Construction Of Temporary Mechanical Store In W.S. Mech. Sub Division, Bahadurgarh.--- 1 Providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer`s specifications HSR 10.11 2 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) HSR 11.8.1 3 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes HSR 13.30.1 4 Compacting Original Ground 3. Compaction of EarthworkCompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR 17.5.3 5 Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws completeas per HSR 18.19 6 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 mtr. As per HSR 4.32 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) as per HSR 6.12 8 Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns as per HSR 6.29.1 9 Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 3. 25 mm thick as per HSR 6.8.3 10 Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) as per HSR 7.21.1 11 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 3. 0.63 mm thick with zinc coating not less than 275 gm/ m² as per HSR 9.22.3

INR 500 /-

INR 5100.0 /-

INR 2.52 Lakhs /-