CONSTRUCTION OF SOLID WASTE MANAGEMENT PLANT IN ESTATE AT O. F. CHANDA.

Amount

Cat (A) -Items to be supply and fixing

M & L for excavation in trenches in soft / loose soil, not exceeding 1.5 mt. wide and not exceeding 1.50 mt. in depth for foundation etc. complete all as per the direction of Engineer-In-Charge.

M & L for excavation in trenches in soft / loose soil not exceeding 1.5 mt. wide but exceeding 1.50 mt. in depth for foundation etc. complete all as per the direction of Engineer-In-Charge.

M & L for excavation over areas in soft/loose soil, getting out the spoil etc. complete all as per the direction of Engineer-In-Charge

M & L for moorum filling in floors & paving, laid in layers not exceeding 15 cm thick in each layer, spread, leveled, watering, & rammed, level the surface to a true plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L for hardcore or broken stone of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15 cm thick, watered & leveled to a plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L Cement concrete in foundation, Type-B-2 1:2:4 (40 mm graded aggregate) for filling and mass concrete, compaction, curing etc. complete all as per the direction of Engineer-In-Charge

S & F TMT bars 10 mm dia. & over, ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

S & F TMT bars 6 to 8 mm dia., ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with fair finished surfaces including all necessaries accessories etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Foundation using design mix cement concrete M-25 (20mm graded aggregate) for rafts, footings etc., compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions with fair finished surfaces including all necessary accessories etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Column using design mix cement concrete M-25 (20mm graded aggregate), compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, lintels, cantilevers including supports, overhangs, etc. with fair finished surfaces etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Beams, cantilevers, lintels over 1.5m span using design mix cement concrete M-25 (20mm graded aggregate), compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Brickwork with fly ash bricks in C. M. 1:4, straight or curved on plan exc. 6m mean radius including scaffoldings, curing etc. complete all as per direction of Engineer-In-Charge.

M & L Cement concrete Type B1, 1:2:4 (20 mm graded aggregate) for Coping over wall, slightly rounded or chamfered angles and throating with necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge

M & L for Soling (or sub base) with broken boulders or quarried stone 200mm thick, interstices filled, surface formed and rolled and consolidated to required gradient and camber etc. complete all as per the direction of Engineer-In-Charge

M & L for P.C.C. in sub-base 100 mm thick, Type-C2, 1:3:6 mix (using 40 mm graded aggregate) including necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

S & F Glass dividing strips 38mm width, 3 mm thick inserted in position, conform to design etc. complete all as per the direction of Engineer-In-Charge

M & L for P.C.C. in floor 150 mm thick, Type-B1, 1:2:4 mix (using 20 mm graded aggregate) with finishing the surface of concrete smooth with using extra cement including necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

S & F Roof trusses (framed) Fe 410-W (Gde- E- 250) quality-A, trussed, purlins and heavy bracket framing (Beam, tee, angle, channel or flat sections), (Make-Ispat Industries Ltd. / SAIL / TATA / Jindal or approved equivalent only acceptable) including distance pieces, cleats welded/riveted to each other etc. complete all as per the direction of Engineer-In-Charge

S & F Mild steel bolts purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut exc. 30cm long etc. complete all as per the direction of Engineer-In-Charge

Rendering plaster 15 mm thick on fair face of concrete /Brick surfaces in C.M. 1:4 including finishing the surface even and smooth without using extra cement, using necessary scaffolding, curing etc. complete all as per direction of Engineer-In-Charge

S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa (Make-Ispat Industries Ltd./SAIL/TATA/Century Wells Roofing Ind. Ltd/Jindal or approved equivalent only acceptable) as in roof covering/cladding to wall & designed ridge, fixed with self-drilling & tapping hexagonal head screws & bituminous felt & neoprene/EPDM washer etc. using all necessary safety appliances etc. complete all as per the direction of Engineer-In-Charge

M & L White washing on walls- 2 coats including all preparatory works etc. complete all as per the direction of Engineer-In-Charge

M & L Synthetic enamel painting on ironwork – 2 coats over one coat of red primer including all preparatory works , make- Asian/Berger/Nerolac/Shalimar of approved equivalent paints of 1st quality shall only be used in the work etc. complete all as per the direction of Engineer-In-Charge

M & L Cement painting on walls of new surfaces – 2 coats over one coat of primer, Make- Snowcem (Cemcolour) / Asian (Gutucem) / Berger (Duracem) / Shalimar (Mahcem) paints or approved equivalent only acceptable including all preparatory works, curing wall surfaces etc. complete all as per direction of Engineer-In- Charge

Returning, refilling excavated Soil in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick etc. complete all as per direction of Engineer-In-Charge.

Removing excavated soil materials upto 50 mts. from starting point and depositing where directed, spread, levelled etc. complete all as per the direction of Engineer-In-Charge.

M & L for excavation in trenches in soft / loose soil, not exceeding 1.5 mt. wide and not exceeding 1.50 mt. in depth for foundation etc. complete all as per the direction of Engineer-In-Charge.

M & L for moorum filling in floors & paving, laid in layers not exceeding 15 cm thick in each layer, spread, leveled, watering, & rammed, level the surface to a true plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L for hardcore or broken stone of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15 cm thick, watered & leveled to a plain surface etc. complete all as per direction of Engineer-In-Charge

M & L Cement concrete in foundation, Type-B-2 1:2:4 (40 mm graded aggregate) for filling and mass concrete, compaction, curing etc. complete all as per the direction of Engineer-In-Charge

S & F TMT bars 10 mm dia. & over, ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

S & F TMT bars 6 to 8 mm dia., ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with fair finished surfaces including all necessaries accessories etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Foundation using design mix cement concrete M-25 (20mm graded aggregate) for rafts, footings etc., compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions with fair finished surfaces including all necessary accessories etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Column using design mix cement concrete M-25 (20mm graded aggregate), compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Brickwork with fly ash bricks in C. M. 1:4, straight or curved on plan exc. 6m mean radius including scaffoldings, curing etc. complete all as per direction of Engineer-In-Charge.

Providing & fixing precast cement concrete louvres and jallies, 25mm thick (measured solid) Type B0, 1;2:4 (12.5 mm graded aggregate) set in cement mortar 1:4, including all mouldings but excluding frame etc. complete all as per the direction of Engineer-In-Charge

M & L for Formwork to sides of RCC / PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide with fair finished surfaces including all accessories etc. complete all as per the direction of Engineer-In-Charge

M & L Cement concrete Type B1, 1:2:4 (20 mm graded aggregate) for Coping over wall, slightly rounded or chamfered angles and throating with necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge

M & L for Broken glass coping on top of walls fixed in C. M. 1:3 etc. complete all as per the direction of Engineer-In-Charge

S & F structural steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. (Fe 410-W (Gde-E- 250) quality-A complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging; also fastening and fixing complete all as per the direction of Engineer-In-Charge

Rendering plaster 15 mm thick on fair face of concrete /Brick surfaces in C.M. 1:4 including finishing the surface even and smooth without using extra cement, using necessary scaffolding, curing etc. complete all as per direction of Engineer-In-Charge

M & L Synthetic enamel painting on ironwork – 2 coats over one coat of red primer including all preparatory works , Make- Asian/Berger/Nerolac/Shalimar of equivalent paints of 1st quality shall only be used in the work etc. complete all as per the direction of Engineer-In-Charge

M & L Cement painting on walls of new surfaces – 2 coats over one coat of primer, Make- Snowcem (Cemcolour) / Asian (Gutucem) / Berger (Duracem) / Shalimar (Mahcem) paints or equivalent only acceptable including all preparatory works, curing wall surfaces etc. complete all as per direction of Engineer-In- Charge

Returning, refilling excavated Soil in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick etc. complete all as per direction of Engineer-In-Charge.

Removing excavated soil materials upto 50 mts. from starting point and depositing where directed, spread, levelled etc. complete all as per the direction of Engineer-In-Charge

M & L for excavation over areas in soft/loose soil, getting out the spoil & deposited at a distance not exc. 50 mts. from starting point etc. complete all as per direction of Engineer-In-Charge.

Excavation in trenches in soft / loose soil, not exceeding 1.5 mt. wide and not exceeding 1.50 mt. in depth for foundation & deposited at a distance not exc. 50 mts. from starting point etc. complete all as per the direction of Engineer-In-Charge.

M & L for moorum filling in floors & paving, spread, leveled, watering, & rammed, level the surface to a true plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L for Soling (or sub base) with broken boulders or quarried stone 200mm thick, interstices filled, surface formed and rolled and consolidated to required gradient and camber etc. complete all as per the direction of Engineer-In-Charge

M & L for hardcore or broken stone of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15 cm thick, watered & leveled to a plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L Cement concrete in foundation, Type-B-2 1:2:4 (40 mm graded aggregate) for filling and mass concrete, compaction, curing etc. complete all as per the direction of Engineer-In-Charge

S & F TMT bars 10 mm dia. & over, ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

M & L for Brickwork with fly ash bricks in C. M. 1:4 with sub class “B” bricks, straight or curved on plan exc. 6m mean radius including scaffoldings, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Cement concrete work in pavement / hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less with fair finished concrete surface including necessary formwork, compaction, curing etc. complete all as per the direction of Engineer-In-Charge

M & L for forming 12mm thick Expansion joints in 150mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ etc. complete all as per the direction of Engineer-In-Charge

M & L Cement concrete Type B1 1:2:4 (20 mm graded aggregate) for coping over wall & throating with necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L Cement concrete in surface channels and drains, Type-B-2 1:2:4 (40 mm graded aggregate) for filling and mass concrete, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

Rendering plaster 15 mm thick on fair face of concrete / Brick surfaces in C.M. 1:4 including finishing the surface even and smooth with using additional thickness as floating/setting coat, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for excavation in trenches in soft / loose soil not exceeding 1.50 mt. in depth for foundation including getting out the spoil & removal upto a distance of 50 mts. From starting point etc. complete all as per the direction of Engineer-In-Charge.

M & L for moorum filling in floors & paving, laid in layers not exceeding 15 cm thick in each layer, spread, leveled, watering, & rammed, level the surface to a true plain surface etc. complete all as per direction of Engineer-In-Charge.

M & L for hardcore or broken stone of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15 cm thick, watered & leveled to a plain surface etc. complete all as per direction of Engineer-In-Charge.

S & F TMT bars 10 mm dia. & over, ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of Engineer-In-Charge.

M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with fair finished surfaces including all necessaries accessories etc. complete all as per the direction of Engineer-In-Charge

M & L for RCC Foundation using design mix cement concrete M-25 (20mm graded aggregate) for rafts, footings etc., compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Reinforced concrete pipes, Class NP2, of 600 mm bore dia., laid in trenches with proper gradient & jointed with spun yarn and cement mortar (1:1) including testing, curing etc. complete with collars as per the direction of Engineer-In-Charge.

M & L for cement concrete 1:3:6 type C-2 concrete bed for drain pipes including packing under, and hunching against the sides of pipes after they are laid and tested all necessary accessories required & fixed, compaction, curing etc. complete, as per direction of Engineer-In-Charge

M & L Cement concrete in foundation, Type-B-2 1:2:4 (40 mm graded aggregate) for filling and mass concrete with necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for P.C.C. in floor 150 mm thick, Type-B1, 1:2:4 mix (using 20 mm graded aggregate) with finishing the surface of concrete even and making impression of broom whilst the concrete is green including necessary formwork, compaction, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Boulder pitching, hand packed tightly and pitching is grouted with cement and sand mortar 1:6, curing etc. complete all as per direction of Engineer-In-Charge.

M & L for Raised pointing in C. M. 1:4 to random or polygonal rubble, uncoursed or brought upto courses etc. complete all as per direction of Engineer-In-Charge.

Rendering plaster 15 mm thick on fair face of concrete /Brick surfaces in C.M. 1:4 including finishing the surface even and smooth without using extra cement, using necessary scaffolding, curing etc. complete all as per direction of Engineer-In-Charge

M & L for excavation over areas in soft/loose soil, getting out the spoil & deposited at a distance not exc. 50 mts. From starting point etc. complete all as per direction of E-I-C.

M & L for moorum filling in floors & paving, spread, leveled, watering, & rammed, level the surface to a true plain surface etc. complete all as per direction of E-I-C.

M & L for Soling (or sub base) with broken boulders or quarried stone 200mm thick, interstices filled, surface formed and rolled and consolidated to required gradient and camber etc. complete all as per the direction of Engineer-In-Charge

M & L for hardcore or broken stone of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15 cm thick, watered & leveled to a plain surface etc. complete all as per direction of E-I-C.

S & F TMT bars 10 mm dia. & over, ISI mark, cut to length, bent to shape required, including cranking, binding with mild steel wire (annealed) not less than 0.9mm dia. etc. complete all as per direction of E-I-C.

M & L for Cement concrete work in pavement / hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including necessary formwork, compaction, curing etc. complete all as per the direction of Engineer-In-Charge

M & L for forming 12mm thick Expansion joints in 150mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ etc. complete all as per the direction of Engineer-In-Charge

M & L for finishing surface of concrete roads, pavements by brooming whilst the concrete is green etc. complete all as per the direction of Engineer-In-Charge

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