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| 1 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings. |
| 2 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 3 | S & F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridges, fixed with self tapping screws, complete all as specified and directed. |
| 4 | Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for brick work with sub class `B\" bricks straight or curved on plan exceeding 6 metremean radiusbuilt in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 6 | Taking down cement plastering on stone wall/brick wall etc including racking out of joints hacking for key scrubbing down with water etc |
| 7 | Rendering 15mm thick on fair faces of brick work or concrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge. |
| 8 | Rendering 15mm thick on fair faces of brick work orconcrete surfacesin cement mortar 1:4, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge. |
| 9 | Dismantiling of floor hearth or wall tiling including cement mortar bedding (not backing ) removing serviceable tiles to store and rubbish off the premises. |
| 10 | M&L for non skid ceramic coloured tiles 1st quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.06sqm, but not exceeding 0.11sqm as in floors etc. set and jointedin neatcementslurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar1:6, complete all as specified and as directed by the Engineer-in-Charge.Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 11 | M&L for non skid ceramic coloured tiles 1st quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.18sqm, but not exceeding 0.38sqm as in floors etc. set and jointedin neatcementslurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar1:6, complete all as specified and as directed by the Engineer-in-Charge.Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 12 | M&L for glazed ceramic tiles, coloured, of size350mm x 250mm/450 mm x 350mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge.Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 13 | M&L for Vitrified Ceramic tiles (Light Shade) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including 15mm thick screed bed or bedding layer in cement mortar1:6, complete all as specified and as directed by the Engineer-in-Charge.Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 14 | M&L for Vitrified Ceramic tiles (Light Shade) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface over 10mm thick cement plaster in cement mortar 1:4, complete all as specified and as directed by the Engineer-in-Charge.Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 15 | Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level), complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M&L for PCC 1:4:8, type D-2 (using 40mm graded aggregate) in sub base of flooring, hardstanding, manhole, drain etc, complete all as specified. |
| 17 | M&L for 60mm thick machine pressed precast concrete interlocking paver blocks of any size and shape, factory casted, laid and jointed with grey cement and pigment and conforming to IS 15658-2006 of M-35 Grade and joints filled etc complete all as specified and directed. |
| 18 | M&L 20mm thick sand filling for sand cushioning to interlocking tiles, under floors or in foundations including watering and consolidation complete all as specified. |
| 19 | Material and labour for cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, benchingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 20 | Dismantaling boarding/false ceiling of any description fixed in any postion with nails, complete all as specifiedand as directed by the Engineer-in-Charge. . |
| 21 | S&F GI frame work size of grid 605 x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45mm suspended from sofit at approx 900 mm centre to centre with GI cleat and steel expansion fastener with and including ceiling section (not exc 1.2m length) of 0.55mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to the intermediate channel with connecting clips acress the intermediate channel at 457mm centre to centre including hangers 6mm dia.GI (upto 1200mm length) adjusting level fixed tp roof slabs by means of ceiling cleats made out ofGI flat 40 x 3mm size 60mm ling and expansion hold fasterner 12.5mm dia 40mm long includingsupplying and fixing 4mm thick non asbestos fibre cement building boards fixed or laid/inserted to timber/GI frame work complete all as specified and directed by Engineer-in-Charge. |
| 22 | S&F 2nd class soft wood boarding, 15mm thick, as in wall panelling, plain one side and edges tongued and grooved or rebated, fixed with nails in any situation over 12 mm thick plyboard runner including french polishing on surface of any description width or girth including cleaning and preparing the surface including a coat of wood filler on new works with two or more coat upto satification of Engr-In-Charge. |
| 23 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over a coat of primer complete all as specified. |
| 24 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali-resistance primer paint complete all as specified. |
| 25 | M&L for preparation of old painted surfaces after complete removal of existing treatment and applying two coat of oil bound distemper over chalk whiting complete all as specified. |
| 26 | Taking down chowkats or frames with shutters (without taking of shutter from the frame) of any description alongwith fittings n.exc 1.5sqm each |
| 27 | Taking down chowkats or frames with shutters (with out taking of shutter from the frame) of any description alongwith fittings exc 1.5sqm n.exc 4 sqm each |
| 28 | Taking down shutter exc 1.0 sqm but not exc 2 sqm complete all as specified |
| 29 | S&F Anodised aluminium frame (powder coated minimum thickness of powder coating 50 micron) for doors, windows, partition wall, ventilators with one or more rebates including joining cleat for fixing including rubber packing, anodised aluminium snap on beading for fixing glass panes in frame etc., complete all as specified and asdirected by Engineer-in-Charge. |
| 30 | S&F Anodised aluminium(powder coated minimum thickness of powder coating 50 micron) door shutters, powder coated of any colour aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, anodised aluminum snap beading screws etc.,complete all as specified and directed by the Engineer-in-Charge. |
| 31 | S&F Anodised aluminium(powder coated minimum thickness of powder coating 50 micron) window and ventilator shutters, fixed type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, etc,complete all as specified and directed by the Engineer-in-Charge. |
| 32 | S&F brass mortice lock, vertical type 4 levers,, size 100 mm,complete all as specified and directed by the Engineer-in-Charge. |
| 33 | M&L 4mm thick aluminium composite sheet with decorative colour and fixed with screw or aluminium beading to aluminium frame, complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | S&F Plain sheet glass, 4 mm thick as in aluminium frames, selected quality and glazing with oil putty in squares exceeding 0.5 Sqm in each pane, complete all as specifiedand as directed by the Engineer-in-Charge. |
| 35 | S&F door closer hydraulically regulated, designation No. 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg and fixed, complete all as specifiedand as directed by the Engineer-in-Charge. |
| 36 | Note:-An amount of Rs. Rs 55,730.00 on account of credit schdule for Sch \"A\" Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. |
