Tender For Special Repair To Government Married Accommodation (Md Accn) Nos. P-597/1 To 08 Of Field Hospital At Military Station Alwar.
Tender Value
42.23 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
4 days left
EMD
85000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Government Married Accommodation (Md Accn) Nos. P-597/1 To 08 Of Field Hospital At Military Station Alwar.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick or stone masonry built in cement or lime mortar of any mix, including quoins, pillars, ashlar masonry and all embedded portions, carefully dismantling and removing the demolished material from the site, including stacking of any serviceable material as directed by the Engineer-in-Charge, complete all as specified. |
| 2 | M&L brickwork with burnt clay fly ash building bricks conforming to IS 13757 (1993), old size bricks, laid straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6, including preparation of bed, laying bricks in proper bond, filling and striking joints, raking joints where required, scaffolding, curing and all incidental operations, complete all as specified and directed by the Engineer-in-Charge. |
| 3 | M&L half-brick-thick brickwork with burnt clay fly ash building bricks conforming to IS 13757 (1993), old size bricks, laid straight or curved on plan to any radius, built in cement mortar 1:4, including cutting and fitting of bricks, proper bonding, filling joints, scaffolding, curing and all incidental operations, complete all as specified and directed by the Engineer-in-Charge. |
| 4 | Demolition of unreinforced cement concrete in ground floors and paving, not exceeding 15 cm thickness, below or above ground level, including breaking concrete into manageable pieces, removal of demolished material and rubbish from the premises, and leaving the surface clean and ready for subsequent work, complete all as specified and directed by the Engineer-in-Charge. |
| 5 | Dismantling stone slabs and tiles of any description or thickness in floors, aprons and similar surfaces, laid, bedded and pointed in any mortar, including careful removal, segregation and stacking of serviceable slabs and tiles at the location directed by the Engineer-in-Charge, and removal of unserviceable material and debris from the premises, complete all as specified and directed. |
| 6 | Taking down chowkhats or frames complete with shutters, without removing shutters from the frames, each exceeding 1.5 sqm but not exceeding 4 sqm in area, including removal of fixing holdfasts and fasteners where necessary, careful dismantling without avoidable damage to adjoining masonry, and removing the frames and shutters to store as directed by the Engineer-in-Charge, complete all as specified. |
| 7 | Taking down chowkhats or frames complete with shutters, without removing shutters from the frames, each not exceeding 1.5 sqm in area, including removal of fixing holdfasts and fasteners where necessary, careful dismantling without avoidable damage to adjoining masonry, and removing the frames and shutters to store as directed by the Engineer-in-Charge, complete all as specified. |
| 8 | Dismantling floor, hearth or wall tiling, including cement mortar bedding but excluding backing, carefully removing serviceable tiles without breakage as far as practicable and stacking them at the store specified by the Engineer-in-Charge, including removal of unserviceable tiles, bedding material and debris from the premises, complete all as specified and directed. |
| 9 | Dismantling and removing water storage tanks of capacity exceeding 250 litres but not exceeding 500 litres, including disconnection from existing inlet, outlet and overflow connections, removal of supports and fixing arrangements where required, lowering safely to ground level and transporting the dismantled tank from the site to the location directed by the Engineer-in-Charge, complete all as specified and directed. |
| 10 | M&L solid PVC door frame, size 50 mm × 47 mm, manufactured from 5 mm thick plain-colour PVC sheet/profile reinforced with MS square tube, including cutting and mitring to required dimensions, forming joints, providing necessary fixing arrangements, positioning, plumbing, levelling and alignment in the prepared opening, fixing with suitable fasteners and making good disturbed surfaces, complete as per approved drawings, manufacturer’s recommendations and directions of the Engineer-in-Charge. |
| 11 | S&F factory-made solid PVC moulded door shutter, 28–30 mm thick at stiles, with 2, 4 or 6 raised-panel design, having 2 mm thick moulded pre-laminated PVC sheet on the front face and 2 mm thick plain-colour PVC sheet on the rear face, including cutting to size, trimming, preparation of edges, fitting and fixing in the approved PVC door frame with suitable hinges, screws and necessary hardware as specified, ensuring proper clearances, alignment and smooth operation, complete as per approved specifications and directed by the Engineer-in-Charge. |
| 12 | Providing and fixing factory-made, single-extruded WPC (Wood Polymer Composite) solid decorative flush door shutter, 30 mm thick, manufactured from virgin polymer of K-value 58–60 (suspension grade), calcium carbonate, natural fibres such as wood powder, rice husk or wheat husk, and non-toxic additives having a maximum toxicity index of 12 for 100 g. The shutter shall have a minimum density of 650 kg/m³, screw withdrawal strength of 1,800 N at the face and 900 N at the edge, minimum compressive strength of 50 N/mm², modulus of elasticity of 850 N/mm² and Class A resistance to spread of flame, and shall be termite-proof, borer-proof, water/moisture-proof and fire-retardant. Both faces shall be laminated with PVC foil of approved design and the specified minimum thickness, bonded using hot-melt adhesive. The shutter shall be cut, fitted and fixed in the prepared frame using suitable stainless steel butt hinges and full-body threaded, star-headed, countersunk SS screws, ensuring correct alignment, uniform clearances and smooth operation, complete as per approved specifications and directed by the Engineer-in-Charge. Note: Stainless steel butt hinges shall be measured and paid for separately. |
| 13 | Providing and fixing factory-made, single-extruded WPC (Wood Polymer Composite) solid door, window, clerestory window and other frames/chowkhats, size 65 mm × 100 mm, manufactured from virgin PVC polymer of K-value 58–60 (suspension grade), calcium carbonate, natural fibres such as wood powder, rice husk or wheat husk, and non-toxic additives having a maximum toxicity index of 12 for 100 g. The frame shall have a minimum density of 750 kg/m³, screw withdrawal strength of 2,200 N at the face and 1,100 N at the edge, minimum compressive strength of 58 N/mm², modulus of elasticity of 900 N/mm² and Class A resistance to spread of flame, and shall be termite-proof, borer-proof, water/moisture-proof and fire-retardant. Members shall be accurately cut and fabricated with mitred joints bonded using PVC solvent cement and secured with full-body threaded, star-headed SS screws. The frame shall be installed true to line, level and plumb and fixed with MS holdfasts/lugs or SS dash fasteners of the required diameter, including necessary drilling, fixing and making good disturbed surfaces, complete as per approved drawings and directed by the Engineer-in-Charge. |
| 14 | S&F gauzed shutter fabricated from mild steel framed work comprising hollow square, rectangular or circular steel sections, including cutting, shaping, welding and fabrication of frame members, provision of suitable hooks, hinges, mortice lock, hanging and fastening arrangements, and preparation for hanging or sliding. The shutter shall include necessary arrangements for fixing wire mesh, including welding, bolting and securing the mesh edges, and shall be installed true to line, level and plumb with smooth operation. Wire gauze shall be measured and paid for separately. Complete all as specified and directed by the Engineer-in-Charge. |
| 15 | S&F galvanised mild steel wire cloth manufactured from wire of 0.56 mm nominal diameter with an average aperture width of 1.18 mm, including cutting to required dimensions, stretching uniformly without distortion, securing with tinned tacks, GI wire staples or suitable nails and screws, and fixing in position in existing frames during repairs, ensuring firm and wrinkle-free installation, complete all as specified and directed by the Engineer-in-Charge. |
| 16 | S&F ordinary-quality sheet glass, 4.80 mm thick, in individual panes not exceeding 0.5 sqm, including accurate measurement, cutting, dressing of edges, placing in the prepared glazing rebate and securing with suitable glazing clips, putty or approved glazing compound, as applicable to the existing frame, ensuring proper seating without undue stress, complete as directed by the Engineer-in-Charge. |
| 17 | S&F stainless steel butt hinges, 100 mm long, medium-weight type, including matching stainless steel screws of suitable size, accurate positioning, mortising where required, fixing to the shutter and frame, adjustment and testing for free and smooth movement, complete all as specified and directed by the Engineer-in-Charge. |
| 18 | S&F stainless steel D-type handles, 200 mm long, including suitable stainless steel fixing screws, drilling of fixing holes, accurate positioning and firm fixing to the shutter, complete all as specified and directed by the Engineer-in-Charge. |
| 19 | S&F stainless steel barrel tower bolts, 200 mm long, manufactured from extruded section, including matching fixing screws, accurate positioning and fixing to the shutter and frame, ensuring smooth bolt operation and proper engagement, complete all as specified and directed by the Engineer-in-Charge. |
| 20 | S&F stainless steel sliding door bolt, 300 mm long, complete with hasp, staple of bolt type and fixing clips made from sheet, cast or extruded sections, including suitable fixing bolts and all necessary screws, drilling, alignment and fixing to the door/shutter and frame, ensuring smooth sliding action and secure engagement, complete all as specified and directed by the Engineer-in-Charge. |
| 21 | S&F 150mm floor door stopper of stainless steel alloy body and tongue, with hard-drawn steel spring, fixed in floor complete all as specified and directed. |
| 22 | M&L for framed work as in doors or gates of angle or other sections with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc., to be prepared for hanging or sliding, including hooks and hinges or steel hanging door fittings, cooler stands (excluding steel sheeting or other covering, running rails and guides) and hanging, fastening and fixing complete, including making good the floor in PCC 1:2:4 Type B-0 to match the existing floor. |
| 23 | M&L for flat iron as in holdfasts, hooks and cleats welded to angle iron door/window frames, etc., complete all as specified and directed. |
| 24 | S&F anodized aluminium frames and other sections for doors, windows, ventilators and partitions, powder-coated in any approved colour, thickness of powder coating not less than 50 microns, with one or more rebates, including joining cleats for fixing, etc., complete all as specified and directed. |
| 25 | S&F anodized aluminium window and ventilator shutters, side-hung type without sash bars, aluminium sections weighing 0.55 kg/m, powder-coated in any approved colour, thickness of powder coating not less than 50 microns, including necessary joining cleats, glazing clips, rubber packing, anodized aluminium snap beading, screws and anodized aluminium fittings such as peg stays 150mm long (1 No.), Type B-21 hinges 100mm long (2 Nos.) and suitable handle (1 No.), complete all as specified and directed. |
| 26 | M&L for preparation of new steel surfaces of any description over 10 cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed by the Engineer-in-Charge. |
| 27 | Cutting holes in brick/stone walls not exceeding half-brick thickness, built in cement mortar, for inserting holdfasts and making good the dismantled portions in cement mortar 1:3 or cement concrete 1:2:4 Type B-1, as required, complete all as specified and directed. |
| 28 | S&F mild steel cupboard shutter with frame, Godrej pattern, made out of 22 gauge mild steel sheet, including chromium-plated MS handle with proper locking arrangement comprising brass mortice lock, vertical type, 65mm size, 4-lever, with escutcheon plates and two keys; including two coats of spray-applied synthetic enamel paint of approved tint over one coat of red oxide primer, and fixing with 6 Nos. 12mm dia. bolts, 150mm long, grouted in brick wall/concrete, including making good the disturbed surfaces to match the original, complete all as specified and directed. Note: Measurement shall be taken on the front elevation and not girthwise. |
| 29 | S&F in repairs stainless steel rod of 20mm inner dia. in lengths as directed, including decorative finials at both ends and a pair of stainless steel brackets fixed at both ends with rawl plugs and steel screws to walls/beams, complete all as specified and directed. |
| 30 | M&L for PCC 1:2:4 Type B-0, using 12.5mm graded stone aggregate, 25mm thick, as in sub-base, complete. |
| 31 | M&L for light-shade, joint-free, non-skid ceramic tiles, 7 to 8mm thick, square/rectangular, with individual tile area exceeding 0.06 sqm but not exceeding 0.11 sqm, laid in floors, etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, including 15mm thick screed bed in cement mortar 1:6. |
| 32 | M&L for light-shade, polished vitrified ceramic tiles, 10mm thick, square/rectangular, with individual tile area not exceeding 0.36 sqm, laid in floors, etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, over 15mm thick screed bed in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 33 | M&L for light-shade, polished vitrified ceramic tiles, 10mm thick, square/rectangular, with individual tile area exceeding 0.36 sqm but not exceeding 0.42 sqm, on vertical surfaces as dado/skirting, etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, including 10mm thick cement rendering in CM 1:4. |
| 34 | M&L 75mm thick PCC 1:3:6 Type C-1, using 20mm graded stone aggregate, as in plinth protection, finished fair and even, complete all as specified and directed by the Engineer-in-Charge. |
| 35 | M&L glazed ceramic coloured tiles on vertical surfaces, size 450 × 350 × 7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles, over 10mm thick rendering in CM 1:4, complete all as specified and directed by the Engineer-in-Charge. |
| 36 | M&L granite slab 18–20mm thick, of approved shade, as in cooking platforms, window sills and the like, machine-cut, bedded and jointed with grey cement slurry, and pointed with white cement mixed with pigment to match the shade of the granite, including cutting and polishing, laid over 20mm thick screed bed in CM 1:6, complete. |
| 37 | M&L 16–18mm thick green marble, table-rubbed and polished, as in skirting, jambs, pillars, window sills, cooking platforms, staircase treads and the like, laid over and including 10mm thick rendering in CM 1:4, and pointed in white cement 1:2 using marble dust with pigment admixture to match the shade of the stone, complete all as specified and directed. |
| 38 | Taking down cement plaster of any description from brick or stone surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 39 | M&L rendering 10mm thick in CM 1:6 on brickwork or concrete surfaces, including fair faces of brickwork, finished even and smooth without using extra cement, complete all as specified. |
| 40 | M&L rendering 15mm thick in CM 1:4 on brick or concrete wall surfaces, including fair faces of brickwork, finished even and smooth without using extra cement, with waterproofing compound (waterproofing compound paid for separately), complete all as specified. |
| 41 | Supply only integral waterproofing compound. |
| 42 | M&L rendering 5mm thick in cement mortar 1:3 on concrete surfaces in ceilings, finished even and smooth without using extra cement, complete all as specified. |
| 43 | M&L preparation of new surfaces and application of two coats of 100% premium acrylic exterior emulsion paint, having VOC content less than 50 g/litre, UV resistance conforming to IS 15489:2004, alkali and fungal resistance, dirt resistance and silicone additives, of required shade (company-depot tinted), at the rate of 1.43 litres per 10 sqm, over and including one coat of exterior primer applied at the rate of 0.90 litre per 10 sqm, complete all as specified and directed. |
| 44 | M&L providing and applying wall-care putty, minimum 1mm thick, over prepared surfaces to achieve an even and smooth finish suitable for painting, complete all as specified and directed. |
| 45 | M&L complete removal of existing treatment from stone or plastered wall surfaces, including scraping and cleaning of loose paint, dust, dirt and other adhering matter, and application of two coats of 100% premium acrylic exterior emulsion paint having VOC content less than 50 g/litre, UV resistance conforming to IS 15489:2004, alkali and fungal resistance, dirt resistance and silicone additives, of required shade (company-depot tinted), at the rate of 1.43 litres per 10 sqm, over and including one coat of exterior primer applied at the rate of 0.90 litre per 10 sqm, complete all as specified and directed. |
| 46 | M&L preparation of newly plastered wall surfaces and application of one coat of alkali-resistant primer followed by 1mm thick wall-care putty and two coats of oil-bound distemper of approved shade and manufacture, including preparation of surfaces and making good minor surface irregularities, complete all as specified and directed. |
| 47 | M&L complete removal of existing treatment from old decorated wall surfaces, including cleaning of mortar drops, smoke soot, mould, moss, efflorescent salts, tar, oil, greasy spots and other adhering matter, followed by application of 1mm thick Birla White wall-care putty and two coats of oil-bound distemper of approved shade and tint, including preparation of the surface and making good minor defects, complete all as specified and directed. |
| 48 | M&L preparation of newly plastered wall surfaces and application of three coats of whitewash, including removal of loose particles, cleaning, preparation of the surface and uniform application of each coat, complete all as specified. |
| 49 | M&L preparation of newly plastered or unplastered ceiling surfaces and application of three coats of whitewash, including cleaning, removal of loose particles and preparation of the surface, complete all as specified. |
| 50 | M&L brooming down old decorated wall surfaces, plastered or unplastered, including cornices, mouldings and projections, to remove dust and loose material, and application of one coat of whitewash, complete all as specified and directed by the Engineer-in-Charge. |
| 51 | All as per description of serial item No. 50.00 hereinabove, but carried out on ceiling surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 52 | Taking up or down 15mm bore steel tubing and connections, including disconnection, removal of pipe fittings and accessories as required, and stacking or disposal of dismantled material as directed by the Engineer-in-Charge, complete all as specified. |
| 53 | S&F medium-grade steel tubing, 15mm bore, including all necessary fittings, bends, tees, sockets, unions and connections, fixed to walls or laid in floors, including cutting, threading, jointing, fixing, testing for leakage and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 54 | Taking up or down 20mm bore steel tubing and connections, including disconnection, removal of pipe fittings and accessories as required, and stacking or disposal of dismantled material as directed by the Engineer-in-Charge, complete all as specified and directed. |
| 55 | S&F medium-grade galvanised iron tubing, 20mm bore, including all necessary fittings, bends, tees, sockets, unions and connections, fixed to walls or laid in floors, including cutting, threading, jointing, fixing, testing for leakage and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 56 | S&F in repairs PVC connection pipe, 15mm dia and 600mm long, complete with adaptors and washers at both ends, including connection to existing fittings and ensuring leak-proof joints, complete all as specified and directed by the Engineer-in-Charge. |
| 57 | S&F rotational-moulded polyethylene water storage tank of 500 litres capacity, cylindrical vertical type with closed top, including hoisting, placing and fixing in position, making inlet, outlet, overflow and washout connections as required, and providing necessary supports and connections as specified in MES SSR Part I, complete all as specified and directed by the Engineer-in-Charge. |
| 58 | S&F high-pressure brass ball valve with polyethylene float and fly net, screwed type for 15mm dia iron pipe, including necessary connections, jointing materials, adjustment of float mechanism and testing for proper operation and leak-proof performance, complete all as specified and directed by the Engineer-in-Charge. |
| 59 | S&F in repairs fancy-type bib tap, chromium-plated alloy body, with cruciform or butterfly handle, screw-down type, suitable for connection to 15mm bore iron pipe or brass ferrule, including dismantling the existing defective fitting where required, jointing materials, fixing and testing for leakage and proper operation, complete all as specified and directed by the Engineer-in-Charge. |
| 60 | S&F in repairs CP brass wall mixer for hot and cold water, screw-down type, suitable for 15mm bore iron pipe connections, including necessary unions, connecting fittings, washers, jointing materials, fixing, alignment and testing for leakage and proper operation. Make: Jaquar, catalogue/part No. CON-219KN, or equivalent approved make, complete all as specified and directed by the Engineer-in-Charge. |
| 61 | S&F in repairs white vitreous china wash-hand basin, flat-back type, size 450 × 300mm, fixed on and including new brackets, chromium-plated waste coupling and PVC waste pipe, including necessary connections, fixing accessories and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 62 | S&F in repairs concealed stop/angle valves, fancy type, chromium-plated alloy body, screw-down, high-pressure type, screwed at both ends for 15mm bore iron pipe or unions, including jointing materials, fixing and testing for leak-proof operation, complete all as specified and directed by the Engineer-in-Charge. |
| 63 | S&F 20mm dia gun-metal globe or gate valve, with iron wheel head, screwed at both ends for iron pipe, including jointing materials, fixing and testing for proper operation and leak-proof performance, complete all as specified and directed. |
| 64 | S&F PVC waste pipe, 32mm bore, of suitable length for wash-hand basin/urinal/sink, including necessary connections, jointing materials and fixing, complete all as specified and directed. |
| 65 | S&F soap dish of approved type, fixed to wall plugs with chromium-plated brass screws, including drilling, fixing and making good disturbed surfaces, complete all as specified and directed. |
| 66 | S&F sheet-glass shelf assembly comprising 5.5mm thick sheet-glass shelf, 120mm wide and 600mm long, with chromium-plated brackets, guard and railing, including necessary fixing screws and wall plugs, complete all as specified and directed. |
| 67 | S&F in repairs stainless steel kitchen/laboratory sink, fabricated from 1mm thick stainless steel sheet, overall size 485 × 420mm, bowl size as specified in the approved drawing, including plugs, washers and waste fitting, bedding in cement mortar on dwarf wall or fixing on cantilever brackets, as applicable, and connecting union to waste pipe, complete all as specified and directed. Note: Verify the stated bowl dimension of 410 × 3330 × 160mm against the original specification before execution. |
| 68 | S&F in repairs bevelled-edge mirror, 600 × 450mm, made of selected-quality glass, mounted on 6mm thick AC building board or commercial plywood, fixed to wooden plugs with chromium-plated brass screws and cup washers, including accurate positioning and secure fixing, complete all as specified and directed by the Engineer-in-Charge. |
| 69 | S&F in repairs vitreous china squatting pan, Orissa pattern, size 580 × 440mm, white, with integral footrests and P-trap or S-trap, including cement-concrete bedding, connection to trap and flushing pipe, jointing and making good disturbed floor surfaces to match the existing finish, complete all as specified and directed. |
| 70 | S&F in repairs PVC low-level flushing cistern, 10 litres capacity, white, ISI-marked, with inlet ball valve, float and operating handle, syphonic-action type, including brackets and 32mm dia polyethylene or PVC flush pipe, suitable fittings, connections and fixing. Make: Dolphin/Commander Champion or approved equivalent, complete all as specified and directed. |
| 71 | S&F 15mm dia CP pillar tap, fancy swan-neck type, cast copper-alloy body, chromium-plated, capstan-head, screw-down, high-pressure type, with or without HOT/COLD marking, long screwed shank and fly nuts, suitable for iron-pipe connection, including jointing materials, fixing and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 72 | S&F in repairs brass chromium-plated shower rose, 125mm size, swivel-joint type, including connection to 15mm bore steel pipe or union, jointing materials, fixing and testing for proper operation, complete all as specified. |
| 73 | S&F in repairs tubular towel rail, 20mm dia, D-type, 600mm long between flanges, made of chromium-plated brass, including flanges, fixing screws, wall plugs and secure fixing, complete all as specified and directed by the Engineer-in-Charge. |
| 74 | S&F stainless steel plate rack, 1mm thick, size 900 × 900 × 250mm, including necessary brackets/fixtures, rawl plugs and screws for fixing to walls, complete all as specified and directed by the Engineer-in-Charge. Make: Nirali or approved equivalent. |
| 75 | Dismantling 75mm bore PVC (SWR) drainpipe, including fittings and accessories jointed in cement mortar, carefully taking out from walls, floors or trenches as required, and removing dismantled material as directed, complete all as specified and directed. |
| 76 | Dismantling wrought-iron or mild-steel work of any description not otherwise provided for, including cutting, loosening of fasteners, dismantling and removal of material from its position, and stacking or disposal as directed by the Engineer-in-Charge, complete all as specified. |
| 77 | Dismantling 100mm bore PVC (SWR) drainpipe, including fittings and accessories jointed in cement mortar, carefully taking out from walls, floors or trenches as required, and removing dismantled material as directed, complete all as specified and directed. |
| 78 | S&F PVC (SWR) pipes, 110mm bore, single-socketed, in any length, with rubber-ring joints, including cutting, fitting, jointing, alignment, fixing to walls or laying in floors, and testing for proper drainage, complete all as specified and directed by the Engineer-in-Charge. |
| 79 | S&F PVC (SWR) bends, 110mm bore, any radius, including socketed ends, rubber-ring or compatible joints, cutting and fitting as required, complete all as specified and directed by the Engineer-in-Charge. |
| 80 | S&F PVC (SWR) vent cowl, 110mm bore, including fitting to the vent pipe, jointing and securing in position, complete all as specified and directed by the Engineer-in-Charge. |
| 81 | S&F PVC (SWR) single junction (single T), 110mm bore, equal or unequal, including necessary joints, cutting, fitting and alignment, complete all as specified and directed by the Engineer-in-Charge. |
| 82 | S&F 75mm bore PVC (SWR) pipes, single-socketed, in any length, with rubber-ring joints, laid in trenches, floors or walls, including removal of old pipes where required, cutting, fitting, jointing, alignment, testing and making good disturbed surfaces to match the existing finish, complete all as specified and directed. |
| 83 | S&F PVC (SWR) bends, 75mm dia, any radius, including socketed ends, compatible jointing materials, cutting and fitting, complete all as specified and directed. |
| 84 | S&F PVC (SWR) single junction (single T), 75mm dia, equal or unequal, including necessary jointing, cutting, fitting and alignment, complete all as specified and directed. |
| 85 | S&F in repairs chromium-plated grating dome, 100mm dia, minimum weight 25g, fixed with cement, including proper seating and connection to the drain opening, complete all as specified and directed by the Engineer-in-Charge. |
| 86 | S&F 75mm dia PVC (SWR) floor trap, plain type, with grating, including jointing with solvent cement, proper bedding, connection to the waste pipe and making good the surrounding surface, complete all as specified and directed by the Engineer-in-Charge. |
| 87 | S&F PVC (SWR) gully trap, 125/110mm, including setting in position, jointing with solvent cement, connection to the drainage line and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 88 | Demolition of mud-phuska/roof mud treatment of any thickness, including associated plaster, existing treatment and cleaning, whether the full thickness or only part thereof is removed, and preparation of the roof surface for subsequent treatment, including collection, removal and disposal of debris and rubbish to a distance exceeding 1km but not exceeding 1.5km, complete all as specified and directed by the Engineer-in-Charge. |
| 89 | M&L PCC 1:2:4 Type B-0, using 12.5mm graded crushed stone aggregate, as roof padding, laid to a minimum consolidated thickness of 25mm as a levelling course, laid and compacted to a minimum slope of 1:30 over the roof surface, including finishing to the required line and level, complete all as specified and directed. |
| 90 | M&L 15mm thick cement-mortar screed in CM 1:4, incorporating waterproofing compound over green concrete surfaces, finished even and smooth without using extra lime or cement, including preparation of the base, laying to the required line, level and slope, and curing complete all as specified and directed by the Engineer-in-Charge. Waterproofing compound shall be measured and paid for separately. |
| 91 | M&L applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm, including cleaning of the surface and application over bituminous primer, complete all as specified and directed by the Engineer-in-Charge. |
| 92 | M&L APP modified polymeric waterproofing membrane, minimum weight 3 kg/sqm and minimum thickness 3mm, reinforced with polyester non-woven reinforcement/mat as centre core, laid by torch-application method with minimum overlaps of 100mm on longitudinal and transverse joints, strictly in accordance with the manufacturer's instructions, over the prepared and primed surface. The work shall include application of fabric weighing not less than 150 g/sqm, wherever specified, and two coats of reflective silver aluminium paint over the APP membrane, complete all as specified and directed by the Engineer-in-Charge. |
| 93 | Demolition of reinforced cement concrete of any description and in any position, including cutting reinforcement as required to facilitate demolition, removal of demolished material and disposal of debris as directed by the Engineer-in-Charge, complete all as specified and directed. |
| 94 | M&L reinforced cement concrete (nominal mix) Type B-1, in proportion 1:2:4, using 20mm graded stone aggregate, in slabs supported on walls, beams and columns, including floors, roofs, landings, balconies, canopies, deck slabs, shelves and similar members, including mixing, placing, compacting, curing and finishing, complete all as specified and directed by the Engineer-in-Charge. |
| 95 | M&L for TMT reinforcement bars, 10mm dia and over, cut to required lengths and bent to specified shapes, including cranking, bending, spiralling for column hooping, hooks at ends, placing in position and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips, including straightening, cutting, bending, placing and tying complete all as specified and directed by the Engineer-in-Charge. |
| 96 | M&L for formwork to chulha hoods, chajjas, troughs, kitchen slabs and similar items, including centering, shuttering, propping, bracing, provision of supports, maintaining the required line, level and shape, and removal after the concrete has attained adequate strength, complete all as specified and directed by the Engineer-in-Charge. |
| 97 | M&L precast reinforced cement concrete (1:2:4) Type B-1 in manhole, soak well and septic tank slabs/covers, etc., including necessary formwork, casting, compacting, curing, lifting, placing and setting in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 98 | M&L preparation of new, untreated concrete or plastered surfaces, including kerb stones and surfaces of any description exceeding 10cm girth or width not otherwise described, and application of two coats of synthetic enamel paint in alternate black and white colours over one coat of suitable primer, including cleaning, preparation and application of paint to obtain an even finish, complete all as specified and directed by the Engineer-in-Charge. |
| 99 | M&L framed mild steel work such as grills, gratings, framed guard bars, barred iron doors, ladders, cooler stands, framed balusters, walkways, railings, frameworks for water tanks and similar items, fabricated from steel conforming to Fe 290 or E-165 grade, including cutting, bending, shaping, drilling, welding, riveting or forging ends of bars into spikes, assembling, fixing and making good, complete all as specified and directed by the Engineer-in-Charge. |
| 100 | M&L rough-cast plaster on external walls, comprising an undercoat of cement-sand mortar 1:3, not less than 10mm thick, followed, while the undercoat remains plastic, by a rough-cast mixture of crushed stone or fine gravel aggregate of 6–12mm size, coarse sand and cement in the proportion 1:1:1. The mortar shall be mixed to a consistency sufficient to ensure complete coating of the larger aggregate, and the finish shall be uniformly applied and even, complete all as specified and directed by the Engineer-in-Charge. |
| 101 | Excavation in trenches not exceeding 1.5m in width and 1.5m in depth for foundations, shafts, walls, manholes, etc., not exceeding 10 sqm on plan, in soft/loose soil, including dressing of sides, levelling of beds, removal of roots and other obstructions, and getting out the excavated material, complete all as specified and directed by the Engineer-in-Charge. |
| 102 | Returning, filling in and compacting excavated soil in trenches, foundations and other excavations, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 103 | Removal of excavated soil/material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.50m above the starting point, including loading, unloading, spreading and levelling as required, complete all as specified and directed by the Engineer-in-Charge. |
| 104 | Demolition and breaking up of 150mm bore salt-glazed stoneware drainpipes laid in cement mortar, including removal of PCC haunching and bedding, taking out the dismantled pipes and disposing of debris as directed, complete all as specified and directed by the Engineer-in-Charge. |
| 105 | M&L 150mm bore reinforced concrete drainpipe, Class NP2, laid and jointed in cement mortar 1:1, including collars, jointing, alignment, testing and formation of cradles as required, complete all as specified and directed by the Engineer-in-Charge. |
| 106 | M&L PCC 1:4:8 Type D-2, using 40mm graded crushed stone aggregate, as bedding for salt-glazed stoneware/NP2 drainpipes, including placing and levelling the bedding, packing beneath and haunching against the sides of the pipes after laying and testing, for 150mm bore pipes, complete all as specified and directed by the Engineer-in-Charge. |
| 107 | M&L providing and injecting chemical emulsion for post-constructional anti-termite treatment along the external wall below the concrete or masonry apron, at the rate of 2.25 litres per linear metre, including drilling 12mm dia holes at suitable intervals, injecting the approved chemical emulsion and plugging the holes with cement mortar 1:2 to match the existing floor/apron finish, including making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 108 | M&L providing and injecting chemical emulsion for post-constructional anti-termite treatment of soil beneath existing floors, by drilling 12mm dia holes at 300mm centres, injecting chemical emulsion at the rate of 1 litre per hole and plugging the holes with cement mortar 1:2 to match the existing floor finish, including making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 109 | M&L PCC 1:2:4 Type B-1, using 20mm graded stone aggregate, as in bed blocks, bed plates, coping, etc., including necessary formwork, finishing exposed surfaces, weathering and slightly rounding or chamfering angles, forming throating and grooves for fixing manhole covers, complete all as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 110 | M&L PCC 1:2:4 Type B-1, using 20mm graded stone aggregate, as in bed blocks, bed plates, coping, etc., including necessary formwork, finishing exposed surfaces, weathering and slightly rounding or chamfering angles, forming throating and grooves for fixing manhole covers, complete all as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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