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| 1 | Special repair of Floor and False ceiling in P-3 Shop (CAD CAM Area) of OCFS Factory. |
| 2 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises. |
| 3 | Demolation of cement concrete any descreption |
| 4 | Providing screed bedding layer of mortor 25 mm thick for laying floor finish 1:4 ratio. |
| 5 | S/F of Machine cut kota stone slab flooring 40-50 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. |
| 6 | Roughening surface of old concrete surface by picking sweeping clean and washing down with water to remove dust. |
| 7 | Supply of approved adhesive for setting rubber tiles or PVC sheeting. |
| 8 | S&F of 4mm thick PVC sheets, laminated plain coloured, marbled mosaic or mottled finish, laid with approved rubber based adhesive in floors |
| 9 | Dismantling Wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/ blankets, any thickness and including cover fillets.deposite in BM store. |
| 10 | S/F of 6 mm thick Asbestos cement plain building boards in ceiling fixed to M.S frame with necessary Nut bolts . |
| 11 | S/F G.I Frame work for seamless ceiling compreising of G.I perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrunding wall using nylon sleeves and crews at 450 mm centre to centre /intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffits at approx 900mm centre to centre with G.I cleat and steel expansion fasteners with and including ceiling section( not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the inetermediate channel at 457 mm centre to centre.& hanger 6 mm dia G.I (up to 1200 mm length) adjusting level fixed to roof slab by means of ceiling cleats made out of G.I flat 40x3 mm size 60 mm long and expension hold fasterners 12.5 mm dia 40 mm long complete . |
| 12 | S&F of power coated aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified. |
| 13 | S&F of power coated aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified |
| 14 | S&F glasssheet 4.8 mm ordinary quality and glazing with oil putty insquare n.exc. .05 sq.m ineach pane etc. |
| 15 | S&F of Particle board for insulation purposes, fixed in doors. |
| 16 | Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed |
| 17 | Removing building materials to a distance of 500 m including loading unloading and stacking where directed by EIC . |
| 18 | Rendering 12mm thick cement plaster in 1:4 mix cement mortar on walls. |
| 19 | Preparation of new plastered surface than apply two coats of colour wash on wall.M&L complete. |
| 20 | Preparation of old plastered surface of wall andthen apply two coat of distemper oil emulsion paint. M&L complete. |
| 21 | Preparation of old surface of wall and apply two coat of cement paint as specified. M&L complete. |
| 22 | M&L for apply 3 mm thick cement base wall care putty. |
| 23 | Refixing of PVC(SWR) pipe single socketed in any length with rubber ring joints, fixed to walls 200mm bore. |
| 24 | S&F of bends PVC(SWR) 200mm bore. |
| 25 | S&F of junction single(single T), equal,or unequal,200mm bore. |
| 26 | Creditto factory for old material (ceiling boards ) recovered from Item No.8. |
