Ativishisht Atithi Grih (Saket) Mahatma Gandhi Marg, Lucknow me kitchen ke navinikaran ka karya, dormitory me SS ke bunk bed va locker banane ka karya, avem anya civil sambandhi karya.

Providing and fixing stainless steel (grade-304 ) ralling made of hollow tube , channels , plates etc . Including welding , grinding , buffilg , polishing and making curvature (wherever requried ) and fitting the same with necessery stainless steels nuts and bolts complete i/c fixing the railling with necessery accessories & stainless steel dash fasteners , stainless steel bolts etc of requried 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 ) dar-10.28

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm DAR NO-15.23.1

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking with in 50 metres lead : Of area beyond 3 sq. metres DAR NO-15.12.2

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 complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick dar-11.26.1

Providing and fixing 1st quality ceramic, glazed wall tiles conforming to IS 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thck bed of cmeent mortar 1:3 ( 1 cement 3 coarse sand) and jointing with grey cmeent slurry @ 3.3 kg per sqm, including pointign in white cement mixed with pigment of matching shade complete.DAR NO-8.31

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, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Three track three panels sliding window with two glazed & we wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre).9.147.A4.1

Renewing glass panes and refixing existing wooden fillets:Float glass panes of nominal thickness 5 mm (weight not less than 12.5 kg/sqm) DAR NO-14.7.2

centering and suttering including shuttring , propping etc and removal of form work for : columns piers, abutments , pillars , posts and struts (5.9.6)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:-1:1.5:4 (1 cement :1.5 coasre sand ( Zone-III) :4 graded stone aggregate 20 mm nominal size (4.1.2)

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. DAR NO-5.22A.6