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| 1 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness including Nainital or similar pattern roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 2 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 3 | Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 4 | Dismantling wall and ceiling boards (fibre, pulp, insulation , etc.) or insulation boards/ slabs/ blankets any thikness including cover fillets. |
| 5 | S&F 4mm thick of size 605X605 mm ,White pre-premiered, self embossed, Reinforced Designer Board for false ceiling Conforming to IS-14862 and ISO-8336:1993. As per specification under mention:(i)GI section frame work (POWDER COATED) for white, pre-premiered, self embossed, reinforced designer board consisting of perimeter wall angle 19mmX19mmX0.45mm, cross 'Tee' 28.6mm (web)X 24mm flange .33mm thick powdered coated main tee 38(Web) X24mm flange 0.33mm thick. wall angle screwed fixed to brick wall/partition wall/concrete/RCC with the help of nylon sleeves and screws @ 610 mm C/C , Then suspending GI main 'Tee' in both directions by means of hangers with alignment @ 1220mm C/C to soffits. To from grid of 610X610mm cross Tee shall be provided @ 610mm C/C in both directions. Suitable provisions shall be made for fixing the recessed/surface mounting light fittings if any, complete all as specified and directed by Engr-in-Charge. |
| 6 | S&F PVC wall panelling made up of PVC hollow panels 25/30cm in width and 10mm thickness interlocking pattern of approved shade and design fixed to wall or ceiling all as specified and directed. |
| 7 | S&F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing. |
| 8 | M&L for preparing of old painted surfaces of steel or iron surfaces of any description, over 10 cm width or girth and applying one coat of synthetic enamel paint. |
| 9 | Demolition of cement concrete (unreinforced) in ground floors and paving's n.exc 15 cm thickness (below or above ground level) and removing unserviceable material exc 100 mtr as specified. |
| 10 | M&L 25 mm thick PCC 1:2:4 type B-1 using 20 mm stone aggregated as in floor finished rough |
| 11 | M&L for non skid ceramic light shade tiles 7 to 8 mm thick (Square/rectangulament) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors over 15 mm thick screed in CM 1:6 set and jointed in neat cement slurry and pointed in white/coloured cement with pigment to match all as specified. |
| 12 | Hacking out old broken glass of any thickness, size, quality or description from the wooden/ steel frames glazing with puttyor fixed with wooden beads complete all as specified. |
| 13 | S&F 3.0 mm thick sheet glass ordinary quality glazing with steel pins, oil putty to steel windows and beads nails etc. to wooden surfaces as in square n exc 0.50 sqm in each pane, all as specified. |
| 14 | Taking down shutters of any description exc 1 sqm nd n exc 2 sqm each. |
| 15 | M&L Flush shutter 30mm thick soild core construction with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. |
| 16 | S&F Door closer hydraulically regulated Aluminium (Die cast) body design No-3 universal type, suitable for door shutter of 851 to 1000mm in width and of weight between 61 to 80 Kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L 75mm thick plain cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection laid in alternate bays finished even and smooth without using extra cement incl form work complete all as specified and directed by Engineer-in-Charge. |
| 18 | Demolition of brick work built in cement mortar or cement lime mortar incl all quoins, arches pillars etc and removing unserviceable material exc 100 mtr as specified. |
| 19 | M&L brick work with sub class 'B' brick straight or curved on plan exc 6 m mean radius build in CM 1:6 all as specified. |
| 20 | Taking down cement plaster of any description on brick or stone walls, ceiling including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L Rendering 15 mm thick cement plaster in CM 1:4 (External surfaces)on fair faces of brick/concrete surfaces finished and smooth without using extra cement complete all as specified and directed. |
| 22 | M&L Preparation of newly plastered surfaces of wall and applying two coats of cement based paint all as specified and directed. |
| 23 | M&L for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in steps, cills, plinth courses, string courses, benching, coping apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed. Note : From work required for these item included in the unit rate of this item. |
| 24 | M & L for preparation of new wood or wood based surface and applying two coats of synthetic enamel paint over one coat of pink primer, all as specified. |
| 25 | Taking down old point wiring complete for light/fan/socket(5/15 Amps) bell point etc complete with all light fittings accessories, such as switch sockets 5/15 Amps ceiling rose etc including making good to the disturbed surface to match with the existing complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 26 | Taking down old point wiring complete for light/fan/socket(5/15 Amps) bell point etc complete with all light fittings accessories, such as switch sockets 5/15 Amps ceiling rose etc including making good to the disturbed surface to match with the existing complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
