tender for civil related work in the form of study change in vikramaditya marg sith awas no. 2 (admittedly chief secretary awas) under the life improvement scheme.- 1 demolishing brick work manualy by mechanical means including stacking of steel bars and disposal of unseviceable matarial with 50 metres lead as per direction of engineer-in charge in lime mortar. dsr n0-15.7.3, 2 demolishing r.c.c. work manualy by mechanical means including stacking of steel bars and disposal of unseviceable matarial with 50 material within 50 metres lead as per direction of engineer-in charge. dsr n0-15.3, 3 earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan lncluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. (all kinds of soil)( dsr.no-2.1.1, 4 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement, 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nomical size derived from natural sources ) dsr n0-4.2.8, 5 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr-5.2.2, 6 centering and shuttring including strutting, propping etc. and removal of from for suspended floors, roofs, landings, balconies and access platform. dsr-5.9.3, 7 dismantling tile work in floor and roof laid in cement mortar including stacking material within 50 meters lead. for thickness of tiles 25 mm to 40 mm. dsr.n0-15.23.2 8 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing cmplete with base of cement mortar 1: 4 (1cement : 4 coarse sand) 25mm thick, dsr n0-11.26.1, 9 providing wood work in frame of doors, window, clerestory window and other frames, wrought framed and fixed in posotion with hold fast lugs or with dash fasteneres of reqiured dia & lenght (hold fast lugs or dash fastener shall be paid of separately (second class teak wood, dsr-9.1.1, 10 providing and fixing of a.c.p. 4 mm thick (aluminium composite panel) sheet in aluminium door/ window, ventilator shutter and partitions etc. with epdm rubber/neoprene gasket etc. complete as per the architectural drawings and the direction of engineer-in-charge. (cost of aluminium snap beading shall be paid in basic item). 11 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. electric resistance or induction butt welded tubes dsr no-10.16.1, 12 providing and fixing 12.5 mm thick tapered edge gypsum moisture resistant board false ceiling with steel section and perameter channal and hungers fixeres horizental level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main t runner suitably spaced at joints to get required length etc. complete as per direction of engineer in charge. dsr-12.45.3 13 brick work with common burnt clay f.p.s. (non modular ) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and size in cement mortar 1:4 cement and coarse sand in including supply of all materials labour t& etc required for proper completion of work as per dsr.no-6.4.1, 14 15 mm thick cement plaster with cement mortar in proportion of mix 1:4 (1 cement : 4 coarse sand). dsr-13.5.1, 15 providing and fixing of 12 mm thick laminated glass railing fixed with s.s. studs with required stabilty or as approved, studs shall be fixed on bottom of glass railing with required hole in glass tempate prepared by 6 mm thick mdf as per design. all work complete as per architectural drawings and direction of engineer-in-charge. 16 providing and fixing factory made upvc glazed/wire mesh windows/doors comprising of lead free upvc multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for series r1 and r2 profiles and 2.10 mm for series r3 and r4 profiles conforming to en: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per cpwd specification, upvc extruded glazing beads, interlocks and inline sash adaptor (where ever required) of appropriate dimension, epdm gasket, hardware, ss 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide pa6 grade sleeve for fixing frame to finished wall as per is 1367 : part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. profile of frame, including drilling of holes for fixing hardware and drainage of water etc.wire mesh / glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to is: 3548 & is: 16231 note:- structural design proof checked from a government engineering institute, to be provided shall be paid separately. by the manufacturer for : (i) sites with basic wind speed > 45 m/sec as per is 875 – part 3 (ii) sites with structure height more than 20m for all wind speeds using r2 series with frame (70mm & above) x (40mm & above) & glazed sash (25mm & above) x (50mm & above) with zinc alloy (zamak powder coated touch locks with hook (height upto 1.2 metre). three track three panels sliding window with two glazed & one wire mesh panels with aluminium channel for roller track, wool pile, nylon rollers with ss 304 body. using r2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (height upto 1.2 metre). as dsr -9.147.a4.1, 17 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge. note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. dsr no-24.2, 18 providing and fixing of aluminium work for doors, window, ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is:733 and isl;1285, fixing with dash fasteners of required dia and size, including necessary filling up the gape at junctions, i.e. at top, bottom and sides with required epdm rubber/neorapan gascket etc. aluminium section shall be smooth rust free straight mistred and jointed machanically whrever required including clear angle, aluminium snap beading for glazing/paneling, c.p. brass/stainless steel screws, all complete as per architectural drawing and the directions of engineer-in-charge. (glazing, paneling and dash fasteners to be paid for separately) (for fixed portion) power coated aluminium (minimum thickness of power coating 50 micron) dsr-21.1.1.2, 19 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note - item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more. dsr-1.1.18, please enable macros to view boq information