|
| 1 | Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge. |
| 2 | Taking down Shutters of any description exc 1 sq. m and not exc 2 sq. m each, complete all as specified and as directed by Engineer-in-charge. |
| 3 | M&L for Hacking out old broken glass (any thickness, size, quality or description) from wooden/steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge. |
| 4 | S&F of Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube; complete all as specified and as directed by Engineer-in-charge. |
| 5 | S&F of Factory made solid panel PVC door shutter 30 mm 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; Panelling 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 specified and as directed by Engineer-in-charge. |
| 6 | S&F of 30mm thick factory made second class hard wood Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides; complete all as specified and as directed by Engineer-in-charge. |
| 7 | S&F of 30mm thick factory made second class hard wood Glazed and skeleton shutters, divided into squares and prepared to receive glass, gauze, etc. with rebated sash bars, edges of framing plain, chamfered or rounded, mitred fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); complete all as specified and as directed by Engineer-in-charge. |
| 8 | S&F of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge. |
| 9 | S&F of 75 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge. |
| 10 | S&F of 150 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 11 | S&F of 150 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge. |
| 12 | S&F of 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy, complete all as specified and as directed by Engineer-in-charge. |
| 13 | S&F of 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane, complete all as specified and as directed by Engineer-in-charge. |
| 14 | S&F of Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 15 | S&F in-repair of 20 mm dia mild steel, chromium plated curtain rail with fixing brackets, stops, rollers etc., complete all as specified and as directed by Engineer-in-charge. |
| 16 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 17 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 18 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 19 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete with necessary formworks (as/if required), complete all as per specified and as directed by Engineer-in-charge. |
| 21 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) and similar articles with plain faces and set in cement mortar 1:4, including demolition of existing old damaged RCC, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 22 | M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s) including demolition of existing old damaged PCC, complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge. |
| 25 | Add to or Deduct from Item No. 24 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement. |
| 26 | S&F in-repair of powder coated Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws 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 soffit at approx 900 mm centre to centre with Gl 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 intermediate channel suspended from ceiling by means of 4mm dia GI hanger with and including fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F in-repair of solid PVC wall panneling consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specification, complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F of 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame, complete all as per specified and as directed by Engineer-in-charge. |
| 29 | S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 13sqcm but not exc.25sqcm, complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. |
| 31 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. |
| 32 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 33 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for Rendering 15mm thick in cement morter 1:4 on brick work or concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. |
| 35 | S&F of Mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, including dismantling existing old damaged steel framed work, complete all as specified and as directed by Engineer-in-charge. |
| 36 | S&F of TMT bars 8-10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F in-repair of 2.5mm dia hot dip galvanised steel wire concertina coil of 600mm dia (Coil dia in stretched position) with CLR anti-corrossive coating fixing in angle iron frame as in fencing with hasp-staple and clips, complete all as specified and as directed by Engineer-in-charge. |
| 38 | Fixing only in-repair of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. |
| 39 | M&L for providing 100 mm thick Cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 40 | M&L for providing 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 41 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 42 | M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 43 | M&L for providing Machine pressed precast coloured concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, with grey cement and pigment, including dismantling the existing old unserviceable paver block of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 44 | M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 45 | M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in vertical surfaces (like skirting, dado, etc.), over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 46 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 47 | M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 350x 250x 7/ 300x 450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 48 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), includingmaking drainage opening wherever required including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 49 | S&F in-repair of 15mm dia galvanised steel tubes, 'medium grade', with all fitting; fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 50 | S&F in-repair of 20mm dia galvanised steel tubes, 'medium grade', with all fitting; fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 51 | S&F in-repair of 25mm dia galvanised steel tubes, 'medium grade', with all fitting; fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 52 | M&L for providing and laying in-replacement of 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge. |
| 53 | M&L for providing and laying in-replacement of 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge. |
| 54 | S&F in-repair of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. |
| 55 | S&F in-repair of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. |
| 56 | S&F in-repair of 110mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 57 | S&F in-repair of 75mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 58 | S&F in-repair of sinks with drainage board made of stainless steel lmm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm, complete all as specified and as directed by Engineer-in-charge. |
| 59 | S&F in-repair of Vitreous China wash basin, white, with brackets, flat back, size 550x400mm including cutting for and pinning in ends of brackets or erecting stand including providing 32mm dia CP Waste fittings, 15mm dia 450mm long PVC connection pipe and 32mm dia 900mm long PVC Flexible waste pipe, complete all as specified and as directed by Engineer-in-charge. |
| 60 | S&F in-repair of Wash down water closet (Pedestal pattern) pan and S/P trap of 540x375x415mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F in-repair of 10 litre capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm dia, with and including making necessary connections, complete all as specified and as directed by Engineer-in-charge. |
| 62 | S&F of 20 mm dia ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210gm), complete all as specified and as directed by Engineer-in-charge. |
| 63 | S&F in-repair of 32/40mm dia Waste coupling of PTMT (half or full threaded) (Minimum weight- 45gms), complete all as specified and as directed by Engineer-in-charge. |
| 64 | S&F in-repair of 15 mm dia fancy type chromium plated Pillar taps, long neck, cast copper alloy, with capstan heads, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe, complete all as specified and as directed by Engineer-in-charge. |
| 65 | S&F in-repair of 15 mm dia fancy type chromium plated Bib tap with wall flange, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and as directed by Engineer-in-charge. |
| 66 | S&F in-repair of Health faucet ABS Body chromium plated suitable for 15 mm dia pipe with 1.0 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and as directed by Engineer-in-charge. |
| 67 | S&F in-repair of Brass chromium plated shower rose with arm of 125mm dia of rose, fixing to existing pipe or union of 15 mm dia, complete all as specified and as directed by Engineer-in-charge. |
| 68 | S&F in-repair of Brass chromium plated Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as specified and as directed by Engineer-in-charge. |
| 69 | S&F in-repair of 15 mm dia fancy type, chromium plated Stop valves/ Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by Engineer-in-charge. |
| 70 | S&F in-repair of bevelled edge mirror 600x450mm of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers, complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F in-repair of PVC connection pipe 15mm dia with PTMT nuts of length 450mm, complete all as specified and as directed by Engineer-in-charge. |
| 72 | S&F in-repair of stainless steel Grating doom of 100/125 mm dia with/ without waste hole, complete all as specified and as directed by Engineer-in-charge. |
| 73 | M&L for Cleaning of sewage line/ drain of any size and of any description including manholes by manually or other means, to clear the sludge/blockage inside the sewage line and manholes and will be flushing with water to drain out sludge etc. inside the sewage line from manhole to ease the flow of sewage including removing the sludge upto a distance of 250m and re-fixing the manhole cover complete all as specified and as directed by Engineer-in-charge. |
| 74 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 150mm, complete all as specified and as directed by Engineer-in-Charge. |
| 75 | M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge. |
| 76 | M&L for preparation of new or previously un-treated wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 77 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of cement base paint of any shade, complete all as specified and as directed by Engineer-in-charge. |
| 78 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of distemper oil emulsion of any shade, complete all as specified and as directed by Engineer-in-charge. |
| 79 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of white wash, complete all as specified and as directed by Engineer-in-charge. |
| 80 | M&L for preparation of old painted wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 81 | M&L for preparation of old painted steel/ iron surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
