tender for provn of certain revenue works under age b/r-ii of ge south delhi cantt-10; 1 excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depthnot exceeding 10 sqm on plan for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc.and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and as directed. 2 m & l for pcc 1:4:8 type d-2 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. 3 m & l for removing excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. 4 returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil, complete all as specified and as directed. 5 m & l for brickwork with sub-class `b` bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed. 6 m & l for brickwork with subclass `b` bricks, in straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed. 7 m & l for rendering 15mm thick in cement plaster 1:4 on other than fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. 8 m&l for preparation of new plastered surfaces of wall and applying two coats of cement based paint over a coat of alkali resisitant primer complete all as specified and as directed. 9 s & f factory made 18mm thick 100% solid wpc ( wood polymer composite ) jali of required size comprising of virgin pvc resin of k value 58-60 ( suspension grade ), calcium carbonate and natural fibers ( wood powders/ rice husk/ wheat husk ) and non toxic additives, made from extrusion process wpc foam sheet single extruded ( inner ) with having minimum density not less than 650 kg/cum , having good screw holding capacity ( screw withdrawal strength of 2000 n ( face ) & 1100 n ( edge ), minimum compissive of 50 n/mm2, modulus of elasticity 850n/mm2and resistance of spread of flame of class a category with property of being termite/ borer free.water/ moisture proof and fire retardant. wpc jali to be fixed with wpc frame of size 70x45 mm/ ms frameand stainless steel butt hinges ( if required ) of required size with necessary full body threaded star headed counter sunk ss screws complete all as specified and as directed. 10 excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in soft/loose soil, complete all as specified and as directed. 11 s & f steel work in tubular trusses including special shaped washer etc. complete using erw or induction butt welded tubes conforming to is 1161-1979 grade st.-240 complete all as specified and as directed. 12 s & f mild steel rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates etc. quality confirming to gde fe 410-w (gde e-250 quality-a) complete all as specified and as directed. 13 m & l for pcc 1:3:6 type c-2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. 14 m & l for preparation of new surfaces of steel any description over 10 cm width or girth andapplying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified. 15 m & l for pcc 1:2:4 type b-1 using 20 mm graded aggregate as in window or door cills, lintels, bressummers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar 1:4 complete with joints to match complete all as specified and as directed. 16 m&l for joint free glazed ceramic coloured tiles 450mm x 350mm x 7 mm thick as in vertical surface, set and jointed in neat cement slurry and pointed in white or colour cement to match over and including backing coat/ plaster 10 mm thick on fair faces of brick work in cement mortar 1:4 surfaces to receive tiles complete all as specified and as directed. 17 m&l for 12 to 15mm thick heavy duty parking tiles of any colour, any pattern any design as approved by ge, area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floor/landing/steps/riser/parking/ footpath etc and over & including 15mm thick screed bed or bedding/rendering in cement mortar 1:4, including jointed with neat cement slurry and pointed in coloured cement to match the surface of tiles complete all as specified and as directed. 18 m & l for hardcore of broken stone or boulders gauge not exceeding. 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and remmed to a true surface, complete all as specified and as directed. 19 m & l for 75 mm thick cement concrete type c-2 1:3:6 using 40 mm graded aggregate as in sub base complete all as specified and as directed. 20 m&l for acp cladding (aluminium composite panel) 4 mm thick exterior grade for cladding (the minimum thickness of the upper and lower aluminum plates is not less than 0.50 mm) including necessary fixing arrangements on ms framed structure, including filling of visible joint of acp to be filled with non staining silicon sealant complete all as specified and directed. 21 m & l for rcc 1:2:4 type b-0 using 12.5 mm graded aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. 22 m&l for 20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms, skirting dado and like over 15mm thick screed bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed. 23 m&l for 60 mm thick factory made chamfered edge cement concrete paver block of m-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using pu mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed. 24 m & l for factory made kerb stone of m-25 grade cementconcrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. 25 s & f 110 mm bore pvc (swr) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed. 26 m & l for preparation of new or previously untreated plastered surfaces of any description over 10 cm girth or width, not other wise described incl two coats of synthettic enamel paint over a coat of priming paints complete all as specified and as directed. 27 surface excavation in soft/loose soil, not exceeding 30 cm deep and averaging 15 cm deep and getting out, complete all as specified and as directed. 28 m & l for 100 mm thick cement concrete type d-2 1:4:8 using 40 mm graded aggregate complete all as specified and as directed. 29 m & l for 25 mm thick cement concrete 1:2:4 type b-1, using 20 mm graded aggregate complete all as specified and as directed. 30 m & l for mild steel tmt bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. 31 m & l for mild steel tmt bars 5mm dia and over upto including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 32 m & l for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed. 33 m & l for formwork to sides of pillars, posts, struts, piers, columns and stanchions, work in rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and as directed. 34 m & l for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed. 35 m & l for rcc 1:2:4 type b1 using 20mm graded aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. 36 m & l for rcc 1:2:4 type b1 using 20mm graded aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed. 37 m & l for rcc 1:2:4 type b1 using 20mm graded aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed. 38 m & l for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering, complete all as specified and as directed. 39 m&l for providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement, complete all as specified and as directed. 40 s&f mild steel work such as in fencing post, tie bars etc including embedding into concrete and making holes for screwing of nut, bolts, cutting top to shape as directed, drilling holes, notching for wire etc confirming fe 290(gde e-165), complete all as specified and as directed. 41 supply only ms galvanished chain link fencing with 3 mm dia and size 50 mm x 50 mmincluding line wires including strain bolts, binding wire etc complete all as specified and as directed. 42 fixing only chain link fencing including line wires, any mesh size and type and type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and as directed. 43 s & fmild steel nut & bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square complete all as specified and as directed. 44 s & f mild steel framed work as in doors or gates of flat, angle, rolled or other section partly ornamental/intricate design with gusset plates, rails, braces, etc., complete, but without covering incl all necessary welding and /or rivetting etc, including pintle or any other types of hinges fastening and fixing, quality confirming to fe-290 (gde e-165) complete all as specified and as directed.