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| 1 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge. |
| 2 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of 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 by the Engineer-in-Charge. |
| 3 | S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge. |
| 4 | Dismantling wall and ceiling board (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, complete all as specified and directed by the Engineer-in-Charge. |
| 5 | S&F 15mm thick 2nd class softwood clean sawn boarding as in eaves board fixed with nails in any situation, complete all as specified and directed by the Engineer-in-Charge. |
| 6 | 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 fasterner 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 cnetre including hangers 6mm dia.GI (upto 1200mm length) adjusting level fixed tp roof slabs by means of ceiling cleats made out of GI flat 40 x 3mm size 60mm ling and expansion hold fasterner 12.5mm dia 40mm long including S&F 8mm thick Gypsum boards as in ceiling fixed on GI frame work, complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L Veneered decorative plywood, grade 1 ( with BWR resin ) with decorative face veneers on both face, 6mm thick as in ceiling, lining; fixed with nails to timber frame work, complete all as specified and directed by the Engineer-in-Charge. |
| 8 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified. |
| 9 | Demolition of cement concrete (un reinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M&L 75 mm thick Plain cement concrete, 1:3:6, type C-2 using 40mm graded crushed stone aggregate, as in plinth protection/ path etc. and finishing surfaces even and fair, complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M&L Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.18sqm, but not exceeding 0.38 sqm as in floors etc. set and jointed in neat cement slurry 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 mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Dismantling timber scantling 40 Sq cm and over in section in any position, unframed work, complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | M&L 2nd class soft wood (Kail) as in scantling, clean sawn timber, fixed in framed work, complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge. |
| 15 | Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | S&F 2nd class hard wood Plain, solid, straight chowkats and frames, wrought , framed rebated on the solid , rounded or chamfered put together with glue pinned at joints, supplied and fixed. |
| 17 | S&F 35 mm thick 2nd class hard wood Plain framed, panelled shutters (any number of panels), with panel of timber flat on both sides (feather edged) or 12 mm thick BWP of veneered particle board medium density wood commercial face veneers fixed to chowkats. |
| 18 | S&F 2nd class hardwood glazed and skelton window/ ventilator shutters 25 mm thick divided into squares open rebated and prepared to receive glass, gauge etc (provided with stiles and rails) edges of framing plain, chamfered, rounded fitted with mitred beads for securing glass etc, size of members as specified in SSR Pt I section 8 clause 8.20 (a) supplied and fitted to chowkats with plain, chamfered or rounded mitred and rebated bars any numbers. |
| 19 | S&F Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and avgerage width of aperature 1.18 mm fixed with tinned tacks, or galvanised wire staples. |
| 20 | S&F 4 mm thick sheet glass ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane, complete all as specified. |
| 21 | S&F Solid PVC door frame of size 50mmx47mm made out of 5mm single side pre-lam colour PVC sheet and edges will be painted to match with pre-lam sheet reinforced with MS square tube, supplied and fitted in openings as per specification & drawings shown in SSR Part-II,, complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS Frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing, complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | S&F Aluminium anodised, barrel tower bolt of extruded section and fixed, 100 mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge. |
| 24 | S&F in repairs Butt hinges, medium weight, cold rolled, mild steel 75mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge. |
| 25 | S&F extruded aluminium alloy handles, fabricated type, anodised, 100 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge. |
| 26 | M&L for preparing surfaces of wood and wood based materials, new or old, of any description and girth, not other wise described and treated with creosote oil, complete all as specified and directed by the Engineer-in-Charge. |
| 27 | Taking down plastering in cement lime or cement mortar on brick or stone masonary etc. including racking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge. |
| 28 | M&L Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge. |
| 29 | M&L Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali reistance primer paint, complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Note :- An amount of Rs. Rs 35,700.00 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. Please Enable Macros to View BoQ information |
