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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 directed. |
| 2 | Dismantling timber scantlings 40 sqcm and over in section as in framed work in any position complete all as specified and directed. |
| 3 | Dismantling of wall and ceiling Boards(Fiber,pulp, Insulation etc) or insulation Board/slab/blankets any Thinkness including cover fillets complete all as specified and directed. |
| 4 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing. |
| 5 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. |
| 6 | Taking down chowkats or frames not exc 1.5 Sqm each with shutters ( with out taking off shutters from the frames) complete all as specified and directed. |
| 7 | Taking down chowkats or frames exc 1.5 sqm but not exc 4.0 Sqm each with shutters ( with out taking off shutters from the frames) complete all as specified and directed. |
| 8 | Demolition of cement concrete of any position and description. |
| 9 | M&L for 40 mm thick PCC 1:1.5:3, type B0 (using 12.5 mm graded stone agg) for DPC to horizotal or vertical surfaces including necessary form work complete all as specified and directed. |
| 10 | M&L fly ash Brick work using modular size bricks with sub class 'B' bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped joints built in cement mortar 1:6 complete all as specified and directed. |
| 11 | M&L for RCC (nominal mix) 1:2:4 type B1 using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed Note - Reinforcement and form work shall be measured and paid separately. |
| 12 | Use & waste of form work to sides of concrete foundation ,footings, bases of columns, raft and raft beams sides and soffits (if any )of foundation and plinth beams for flat rough finished concrete surface complete all as specified and directed. |
| 13 | M&L for RCC (nominal mix) 1:1.5:3 type B1 using 20 mm graded stone aggregate as in beam, cantilevers, bressummers, lintels over 1.5 m span and similar work complete all as specified and directed.Note - Reinforcement and form work shall be measured and paid separately. |
| 14 | Use & waste of form work to sides and soffits of floor or roof beam, beam hauchings, girders, bressummers, lintels, cantilevers, shelves, for flat rough finished concrete surfaces complete all as specified and directed. |
| 15 | M&L for RCC (nominal mix) 1:1.5:3 type B1 using 20 mm graded stone aggregate as in chajjas and similar work complete all as specified and directed.Note - Reinforcement and form work shall be measured and paid separately. |
| 16 | Use & waste of form work to chullah hood, chajjas, troughs and similar items including edges etc for rough finished flat concrete surface complete all as specified and directed. |
| 17 | M&L for Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 18 | M&L for Mild Steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 19 | M&L for Mild Steel TMT bar 5mm dia and over upto and including 10mm dia as in stirrups, spacers & binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 20 | M&L for external rendering 20 mm thick in two layer, first layer shall be of 10 mm thick CM 1:6 and second layer of finishing coat shall be 10 mm thick in CM 1:4 mixed with WPC @ 200 ml per 50 Kg cement bag on brick work or concrete surfaces of wall and finished even and fair complete all as specified and directed.Note-WPC shall be measured and paid seperately. |
| 21 | Supply only Liquid water proofing compound all as specified and directed. |
| 22 | M&L for rendering 15 mm thick in CM 1:6 on fair faces of brick or concrete surface of wall and finished even and smooth with out using extra cement complete all as specified and directed. |
| 23 | S & F Structural steel work in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe 410-W (Gde -E-250 quality- A) Add to any of the foregoing items if structural steel is painted one shop coat of zincchromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as specified and directed. |
| 24 | S & F MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410-W (Gde E-250 quality A) complete all as specified and as directed by Engineer-in-charge. |
| 25 | S&F Mild steel screw bolts (machine made) with hexagonal / square heads at one end & screwed the other/ screwed both ends, each screwed end to be fitted with washers & one hexagonal or square nut, length of bolt exc 22.5cm & n exc 30cm long dia of shank 16 to 20 mm |
| 26 | S&F mild steel flat iron as in bands straps, supports or stays for rainwater, ventilating pipes including bolt if required, hooks (stay) heavy for large gates,hook and pintle hinges,large hasps and staples, hold fasts, wall ties, hooks for hanging fans ,cleats for securing purlins to wood trusses or rafters and similar small articles conforming to Fe -290 Gde E-165 complete all as specified and directed. |
| 27 | S & F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/ eaves board fixed with selp tapping screw complete all as specified and directed. |
| 28 | S & F pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/eaves board fixed with selp tapping screw complete all as specified and directed. |
| 29 | S&F Anodised aluminium snap grid frame work for false ceiling all as specified and as directed |
| 30 | M&L for non Asbestos ,fibre reinforced standard cement board as in celiling ,4mm thick designer board (610mm x 610mm ) complete all as specified and as directed |
| 31 | S&F Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified all as specified. |
| 32 | Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) as directed. |
| 33 | M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed. |
| 34 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in floor finishes 25 mm thick finished even and smooth without using extra cement complete all as specified and directed. |
| 35 | M&L for non skid ceramic coloured tiles of design as approved by GE 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and directed. |
| 36 | M&L for non skid ceramic coloured tiles of design as approved by GE 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in vertical surface /skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including rendering 10 mm thick in cement mortor 1:4 complete all as specified and directed. |
| 37 | S&F pressed steel frames of size 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc including one shop coat of priming complete all as specified and directed. |
| 38 | M & L for providing plain cement concrete type C-1, 1:3:6, (using 20 mm graded stone aggregate), as in copings, bed block for filing hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 39 | S&F 30mm flush shutter, solid core construction, with block board core and plywood face panel, commercial type on both side etc complete all as specified and directed. |
| 40 | Supply and fixing of factory made partly glazed three panels i.e. upper panel will be wire mesh and further divided into two panels fitted externally in the clear space & lower panel will be plain colour PVC sheet 5mm thick PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm 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,; Paneling of plain colour PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement complete all as per specified and as directed by Engineer-in-charge. |
| 41 | S& F of 140 mm Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed. |
| 42 | S&F 100 mm butt hinges of mild ,medium weigh steel complete all as specified and directed. |
| 43 | S&F Aluminium anodised barrel tower bolts of extruded section 200 mm long all as Specified and directed by Engr-in Charge. |
| 44 | S&F Aluminium handles 150mm size cast type anodised complete all as Specified and directed by Engr-in Charge. |
| 45 | S&F for Aluminium anodised , Sliding door bolt of 300mm long , fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as Specified and directed by Engr-in Charge. |
| 46 | S&F Powder coated aluminium window sliding type three track (2 glazed & one gauze shutter ) aluminium sections weighing not less than 1.67kg/m for frame and 0.55 kg/m for shutter including necessary jointing cleats, glazing cleats, rubber packing , screws, handle, locking arrangement and 4 mm thick plain/tinted glass and aluminium mosquito proof gauge including complete all as specified and as directed. |
| 47 | S&F in repair stainless steel curtain rods 20-25 mm dia, anodised aluminium alloy with fixing brackets, stops, and complete fitments all as specified and directed. |
| 48 | S&F in repair MS 300mm, ordinary rat tail rod pattern springs including roller and roller plate complete. |
| 49 | S & F stainless steel wire cloth 0.36 nominal dia wire & average width of aperature 1.40 mm fixed with stainless steel wire staples complete all as specified and directed |
| 50 | S&F Framed work such as grills,gratings, etc with ends of bars shouldered and/or riveted,or forged into spikes; framedguard bars; barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 51 | M&L for preparation of new wooden surface of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as Specified. |
| 52 | M&L for preparation of newly plastered surfaces of walls and applying two coats of oil bound distemper over a coat of primer after applying 2 coats of cement based wall putty 1 mm average thickness each to wall surface complete all as specified and directed. |
| 53 | M & L for preparing new Plastered surfaces of walls and finishing the walls with Acrylic smooth exterior paint of required shade : New work |
| 54 | M&L of two coat of synthetic enamel paint over one coat of red oxide on new steel surfaces of any description over 10cm in width or girth incl preparation of surfaces complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 55 | M&L of two coat of synthetic enamel paint over one coat of red oxide on new steel surfaces of any description over 10cm in width or girth incl preparation of surfaces complete all as specified and as directed. Please Enable Macros to View BoQ information |
