Tender For Special Repair To Married Accommodation Buildings No. P-595/01 To 04 And P-193/01 To 04 At Zorawar Marg, Itarana Military Station, Alwar
Tender Value
48.25 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
11 days left
EMD
96500
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 Married Accommodation Buildings No. P-595/01 To 04 And P-193/01 To 04 At Zorawar Marg, Itarana Military Station, Alwar
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brickwork or stone masonry built in cement/lime mortar of any mix, including quoins, pillars and ashlar masonry, and removal of debris, complete all as specified and directed by the Engineer-in-Charge. |
| 2 | M&L for brickwork using fly-ash bricks conforming to IS 13757:1993 (burnt-clay fly-ash building bricks), old-size bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar (1:6), complete all as specified and directed. |
| 3 | M&L for brickwork using fly-ash bricks conforming to IS 13757:1993 (burnt-clay fly-ash building bricks), old-size bricks, straight or curved on plan to any radius, in half-brick-thick walls, built in cement mortar (1:4), complete all as specified and directed. |
| 4 | Demolition of unreinforced cement concrete in ground floors and pavings, not exceeding 15 cm thick, below or above ground level, including removal of rubbish, 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, etc., laid, bedded and pointed in any mortar, including removal of dismantled materials, complete all as specified and directed. |
| 6 | Taking down chowkhats or frames with shutters, without removing shutters from the frames, each exceeding 1.5 m² but not exceeding 4 m², and removing to stores, complete all as specified and directed. |
| 7 | Taking down chowkhats or frames with shutters, without removing shutters from the frames, each not exceeding 1.5 m², and removing to stores, complete all as specified and directed. |
| 8 | Dismantling floor, hearth or wall tiling, including cement-mortar bedding, removing serviceable tiles to stores and removing rubbish from the premises, complete all as specified and directed. |
| 9 | Dismantling/demolishing water storage tanks of capacity exceeding 250 litres but not exceeding 500 litres and removing from site, complete all as specified and directed by the Engineer-in-Charge. |
| 10 | M&L for solid PVC door frames, size 50 × 47 mm, made from 5 mm thick plain-colour PVC sheet reinforced with MS square tube, supplied and fixed in openings as per specification and drawing, complete all as specified and directed. |
| 11 | S&F factory-made solid PVC moulded door shutters, 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 back face, supplied and fixed in frames at site as per specification, complete all as specified and directed. |
| 12 | S&F factory-made, single-extruded WPC (Wood Polymer Composite) solid decorative flush door shutters, 30 mm thick, comprising virgin polymer of K value 58–60 (suspension grade), calcium carbonate, natural fibres (wood powder/rice husk/wheat husk) and non-toxic additives with maximum toxicity index of 12 for 100 g, minimum density of 650 kg/m³, screw withdrawal strength of 1800 N (face) and 900 N (edge), minimum compressive strength of 50 N/mm², modulus of elasticity of 850 N/mm² and Class A flame-spread resistance; termite/borer-proof, water/moisture-proof and fire-retardant, laminated on both faces with PVC foil of approved design and specified minimum thickness using hot-melt adhesive, including fixing with full-body threaded, star-headed, countersunk SS screws. Stainless steel butt hinges shall be measured and paid for separately. Complete all as specified and directed by the Engineer-in-Charge. |
| 13 | M&L for factory-made, single-extruded WPC (Wood Polymer Composite) solid door/window/clerestory window frames (chowkhats), size 65 × 100 mm, comprising virgin PVC polymer of K value 58–60 (suspension grade), calcium carbonate, natural fibres (wood powder/rice husk/wheat husk) and non-toxic additives with maximum toxicity index of 12 for 100 g; fabricated with mitred joints using PVC solvent cement and fixed with full-body threaded, star-headed SS screws; minimum frame density 750 kg/m³, screw withdrawal strength 2200 N (face) and 1100 N (edge), minimum compressive strength 58 N/mm², modulus of elasticity 900 N/mm² and Class A flame-spread resistance; termite/borer-proof, water/moisture-proof and fire-retardant, including fixing in position with MS holdfasts/lugs or SS dash fasteners of required diameter, complete all as specified and directed by the Engineer-in-Charge. |
| 14 | S&F gauzed shutter fabricated from mild-steel framed work using hollow, square, rectangular or circular sections, prepared for hanging or sliding, including hooks, fittings, mortise lock, hanging, fastening, fixing, necessary arrangements for fixing wire mesh, bolting and welding. Wire gauze shall be measured and paid for separately. Complete all as specified and directed. |
| 15 | S&F galvanised mild-steel wire cloth, 0.56 mm nominal wire diameter and 1.18 mm average aperture width, fixed with tinned tacks, GI wire staples or nails and screws, complete all as specified and directed. |
| 16 | S&F ordinary-quality sheet glass, 4.80 mm thick, in squares not exceeding 0.5 m² each, complete all as specified and directed. |
| 17 | S&F stainless-steel butt hinges, medium-weight type, 100 mm long, complete all as specified and directed by the Engineer-in-Charge. |
| 18 | S&F stainless-steel handles, 200 mm long, ‘D’ type, complete all as specified and directed by the Engineer-in-Charge. |
| 19 | S&F stainless-steel barrel tower bolts, 200 mm long, of extruded section, fixed complete all as specified and directed by the Engineer-in-Charge. |
| 20 | S&F stainless-steel sliding door bolt, 300 mm long, with hasp and staple (bolt type), including fixing clips of sheet, cast or extruded sections, fixing bolts and sliding bolt of extruded sections or cast-aluminium alloy, fixed complete all as specified and directed by the Engineer-in-Charge. |
| 21 | S&F stainless-steel floor door stopper, 150 mm long, with stainless-steel alloy body and tongue and hard-drawn steel spring, fixed in floor, complete all as specified and directed. |
| 22 | M&L for framed work for doors or gates, fabricated from angle or other sections with gusset plates, rails, braces, etc., drilled for fixing steel sheeting or other covering; 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), hanging, fastening and fixing, and making good the floor in PCC (1:2:4), Type B-0, to match the existing floor, complete all as specified and directed. |
| 23 | M&L for flat iron used as holdfasts, hooks and cleats welded to angle-iron door/window frames, complete all as specified and directed. |
| 24 | S&F anodised aluminium frames and sections for doors, windows, ventilators and partitions, powder-coated in approved colour with coating thickness not less than 50 microns, having one or more rebates, including joining cleats and fixing, complete all as specified and directed. |
| 25 | S&F anodised aluminium window and ventilator shutters, side-hung type without sash bars, using aluminium sections weighing 0.55 kg/m, powder-coated in approved colour with coating thickness not less than 50 microns, including joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws and fittings comprising one 150 mm long peg stay, two 100 mm long Type B-21 hinges and one suitable handle, complete all as specified and directed. |
| 26 | M&L for preparation of new steel surfaces of any description exceeding 10 cm in width or girth and applying 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, fabricated from 22-gauge mild steel sheet, including chromium-plated MS handle and locking arrangement comprising brass vertical-type mortise lock, 65 mm, 4-lever type, 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, fixing with six 12 mm diameter bolts, 150 mm long, grouted into brickwork/concrete, and making good disturbed surfaces to match the original finish, complete all as specified and directed. Note: Measurement shall be taken on front elevation and not girthwise. |
| 29 | S&F in repairs stainless steel rod, 20 mm internal diameter, length 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 25 mm thick PCC (1:2:4), Type B-0, using 12.5 mm graded stone aggregate, as sub-base, complete all as specified and directed. |
| 31 | M&L for light-shade, joint-free, non-skid ceramic tiles, 7–8 mm thick, square/rectangular, with individual tile area exceeding 0.06 m² but not exceeding 0.11 m², laid on floors in neat cement slurry and jointed with white or coloured cement to match the tile shade, including 15 mm thick screed bed in cement mortar (1:6), complete all as specified and directed. |
| 32 | M&L for light-shade polished vitrified ceramic tiles, 10 mm thick, square/rectangular, with individual tile area not exceeding 0.36 m², laid on floors in neat cement slurry and jointed with white or coloured cement to match the tile shade, over a 15 mm 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, 10 mm thick, square/rectangular, with individual tile area exceeding 0.36 m² but not exceeding 0.42 m², laid on vertical surfaces such as dado/skirting, in neat cement slurry and jointed with white or coloured cement to match the tile shade, over and including 10 mm thick cement rendering in cement mortar (1:4), complete all as specified and directed. |
| 34 | M&L for 75 mm thick PCC (1:3:6), Type C-1, using 20 mm graded stone aggregate, as plinth protection, finished fair and even, complete all as specified and directed by the Engineer-in-Charge. |
| 35 | M&L for coloured glazed ceramic tiles, 450 × 300 × 7 mm thick, laid on vertical surfaces in neat cement slurry and jointed with white or coloured cement to match the tile shade, over 10 mm thick rendering in cement mortar (1:4), complete all as specified and directed by the Engineer-in-Charge. |
| 36 | M&L for machine-cut granite slab, 18–20 mm thick, of approved shade, for cooking platforms, window cills and similar work, bedded and jointed in grey cement slurry and pointed with white cement mixed with pigment to match the granite shade, including cutting and polishing, laid over a 20 mm thick screed bed in cement mortar (1:6), complete all as specified and directed. |
| 37 | M&L for green marble, 16–18 mm thick, table-rubbed and polished, for skirting, jambs, pillars, window cills, cooking platforms, staircase treads and similar work, laid over and including 10 mm thick rendering in cement mortar (1:4), with pointing in white cement (1:2) using marble dust and pigment to match the stone shade, complete all as specified and directed. |
| 38 | Taking down cement plaster of any description from brickwork or stone surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 39 | M&L for 10 mm thick rendering in cement mortar (1:6) on brickwork or concrete surfaces, including fair faces of brickwork, finished even and smooth without using extra cement, complete all as specified and directed. |
| 40 | M&L for 15 mm thick rendering in cement mortar (1:4) on brick or concrete wall surfaces, including fair faces of brickwork, finished even and smooth without using extra cement, including waterproofing compound (paid for separately), complete all as specified and directed. |
| 41 | Supply only integral waterproofing compound, complete all as specified and directed. |
| 42 | M&L for 5 mm thick rendering in cement mortar (1:3) on concrete ceiling surfaces, finished even and smooth without using extra cement, complete all as specified and directed. |
| 43 | M&L for preparing new surfaces and applying two coats of 100% premium acrylic exterior emulsion paint of required shade, company-depot tinted, having VOC below 50 g/litre, UV, alkali, fungal and dirt resistance, conforming to IS 15489:2004, with silicone additives at 1.43 litres per 10 m², over and including one coat of exterior primer applied at 0.90 litre per 10 m², complete all as specified and directed. |
| 44 | M&L for providing and applying wall-care putty, minimum 1 mm thick, over prepared surfaces to achieve an even and smooth finish for painting, complete all as specified and directed. |
| 45 | M&L for completely removing existing treatment from stone/plastered wall surfaces, including preparing the surfaces, and applying two coats of 100% premium acrylic exterior emulsion paint of required shade, company-depot tinted, having VOC below 50 g/litre, UV, alkali, fungal and dirt resistance, conforming to IS 15489:2004, with silicone additives at 1.43 litres per 10 m², over and including one coat of exterior primer applied at 0.90 litre per 10 m², complete all as specified and directed. |
| 46 | M&L for preparing newly plastered wall surfaces and applying two coats of oil-bound distemper over one coat of alkali-resistant primer, including 1 mm thick wall-care putty, complete all as specified and directed. |
| 47 | M&L for completely removing existing treatment from old decorated wall surfaces, including cleaning mortar drops, smoke soot, mould, moss, efflorescent salts, tar/oil/grease spots, etc., and applying two coats of oil-bound distemper of approved shade/tint, including 1 mm thick Birla White wall-care putty, complete all as specified and directed. |
| 48 | M&L for preparing newly plastered surfaces and applying three coats of whitewash, complete all as specified and directed. |
| 49 | M&L for preparing newly plastered/unplastered ceiling surfaces and applying three coats of whitewash, complete all as specified and directed. |
| 50 | M&L for brooming down old decorated wall surfaces, plastered or unplastered, including cornices and plaster mouldings, and applying 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 hereinbefore but for ceiling surfaces, complete all as specified and directed by the Engineer-in-Charge. |
| 52 | Taking up or down 15 mm bore steel tubing and connections, complete all as specified and directed by the Engineer-in-Charge. |
| 53 | S&F medium-grade galvanised steel tubing, 15 mm bore, including all fittings, fixed to walls or laid in floors, complete all as specified and directed by the Engineer-in-Charge. |
| 54 | Taking up or down 20 mm bore steel tubing and connections, complete all as specified and directed by the Engineer-in-Charge. |
| 55 | S&F medium-grade galvanised steel tubing, 20 mm bore, including all fittings, fixed to walls or laid in floors, complete all as specified and directed by the Engineer-in-Charge. |
| 56 | S&F in repairs PVC connection pipe, 15 mm diameter, 600 mm long, with adaptor and washer at both ends, complete all as specified and directed by the Engineer-in-Charge. |
| 57 | S&F rotationally moulded polyethylene water storage tank, 500 litres capacity, cylindrical vertical type with closed top, hoisted and fixed in position as specified in MES SSR Part-I, complete all as specified and directed by the Engineer-in-Charge. |
| 58 | S&F brass high-pressure ball valve with polyethylene float and fly nut, screwed for iron pipe, 15 mm bore, complete all as specified and directed by the Engineer-in-Charge. |
| 59 | S&F in repairs fancy-type bib tap, chromium-plated alloy, with crutch or butterfly handle, screwed-down type, screwed for iron pipe or brass ferrule, 15 mm bore, 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, screwed for iron pipe and fixed to 15 mm bore pipe. Make: Jaquar Cat. Part No. CON-219KN or equivalent, complete all as specified and directed. |
| 61 | S&F in repairs white vitreous china wash-hand basin, flat-back type, size 450 × 300 mm, fixed on new brackets, including CP waste coupling and PVC waste pipe, 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, screwed-down high-pressure type, screwed at both ends for iron pipe or unions, 15 mm bore, complete all as specified and directed by the Engineer-in-Charge. |
| 63 | S&F gunmetal globe or gate valve, 20 mm bore, with iron wheel head, screwed at both ends for iron pipe and fixed, complete all as specified and directed. |
| 64 | S&F PVC waste pipe, 32 mm bore, of suitable length for wash-hand basin/urinal/sink, complete all as specified and directed. |
| 65 | S&F soap dish of any type, fixed to plugs with chromium-plated brass screws, complete all as specified and directed. |
| 66 | S&F sheet-glass shelf assembly comprising 5.5 mm thick sheet-glass shelf, 120 mm wide, with chromium-plated brackets, guard and railing, 600 mm long, complete all as specified and directed. |
| 67 | S&F in repairs stainless steel sink, 1 mm thick, for kitchen or laboratory, including plugs, washers and waste fittings, bedded in cement mortar on a dwarf wall or fixed with cantilever brackets, including connection union to pipe; overall size 485 × 420 mm, bowl size as specified, complete all as specified and directed. |
| 68 | S&F in repairs mirror, 600 × 450 mm, bevelled edge, made of selected-quality glass mounted on 6 mm 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 directed by the Engineer-in-Charge. |
| 69 | S&F in repairs vitreous china squatting pan, Orissa pattern, white, size 580 × 440 mm, with integral footrest and P- or S-trap, including cement-concrete bedding, connection to trap and flushing pipe, 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, white, ISI-marked, 10 litres capacity, with inlet ball valve, float and handle, syphonic-action type, including brackets and 32 mm diameter polyethylene/PVC flush pipe, make Dolphin/Commander Champion, complete all as specified and directed. |
| 71 | S&F 15 mm bore CP pillar tap, fancy swan-neck type, cast copper alloy, chromium-plated, with capstan head, screwed-down high-pressure type, with or without “HOT” or “COLD” lettering, long screwed shank and fly nuts, screwed for iron pipe and fixed, complete all as specified and directed by the Engineer-in-Charge. |
| 72 | S&F in repairs chromium-plated brass shower rose, 125 mm size, with swivel joint, including fixing to 15 mm bore steel pipe or union, complete all as specified and directed. |
| 73 | S&F in repairs chromium-plated brass tubular towel rail, 20 mm diameter, D-type, 600 mm long between flanges, complete all as specified and directed by the Engineer-in-Charge. |
| 74 | S&F stainless steel plate rack, fabricated from 1 mm thick sheet, size 900 × 900 × 250 mm, fixed to walls with rawl plugs and screws, complete all as specified and directed by the Engineer-in-Charge. Make: Nirali. |
| 75 | Dismantling 75 mm bore PVC (SWR) drainpipe, including fittings and accessories, jointed in cement mortar, and taking out from walls, floors or trenches, as required, complete all as specified and directed. |
| 76 | Dismantling wrought-iron or mild-steel work of any description not otherwise provided for, complete all as specified and directed. |
| 77 | Dismantling 100 mm bore PVC (SWR) drainpipes, including fittings and accessories, jointed in cement mortar and taking out from walls, floors or trenches, as required, complete all as specified and directed. |
| 78 | S&F PVC (SWR) pipes, 110 mm bore, single-socketed, any length, with rubber-ring joints, fixed to walls/floors, complete all as specified and directed by the Engineer-in-Charge. |
| 79 | S&F PVC (SWR) bends, 110 mm bore, any radius, complete all as specified and directed by the Engineer-in-Charge. |
| 80 | S&F PVC (SWR) vent cowl, 110 mm bore, complete all as specified and directed by the Engineer-in-Charge. |
| 81 | S&F PVC (SWR) single junction (single T), 110 mm bore, equal or unequal, complete all as specified and directed by the Engineer-in-Charge. |
| 82 | S&F PVC (SWR) pipes, 75 mm bore, single-socketed, any length, with rubber-ring joints, laid in trenches or floors/walls, including removal of old pipes and making good disturbed surfaces to match the existing finish, complete all as specified and directed. |
| 83 | S&F PVC (SWR) bends, 75 mm diameter, any radius, complete all as specified and directed. |
| 84 | S&F PVC (SWR) single junction (single T), 75 mm diameter, equal or unequal, complete all as specified and directed. |
| 85 | S&F in repairs chromium-plated grating dome, 100 mm diameter, minimum weight 25 g, fixed with cement, complete all as specified and directed by the Engineer-in-Charge. |
| 86 | S&F PVC (SWR) floor trap, plain type, 75 mm diameter, with grating, including jointing with solvent cement, complete all as specified and directed by the Engineer-in-Charge. |
| 87 | S&F PVC (SWR) gully trap, 125/110 mm, including setting and jointing with solvent cement, complete all as specified and directed by the Engineer-in-Charge. |
| 88 | Demolition of mud roofing of any thickness, including plaster, existing treatment and cleaning, whether the full thickness or only part thereof is removed, preparing the surface for further treatment, and removing and disposing of debris and rubbish to a distance exceeding 1 km but not exceeding 1.5 km, complete all as specified and directed by the Engineer-in-Charge. |
| 89 | M&L for PCC (1:2:4), Type B-0, using 12.5 mm graded crushed stone aggregate, as roof padding, laid to a minimum consolidated thickness of 25 mm as a levelling course, laid and compacted to a minimum slope of 1:30 over the roof, complete all as specified and directed. |
| 90 | M&L for 15 mm thick cement-mortar screed (1:4), mixed with waterproofing compound, laid over green concrete surface, with the waterproofing compound measured and paid for separately, finished even and smooth without using extra lime or cement, complete all as specified and directed by the Engineer-in-Charge. |
| 91 | M&L for applying a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg/m² over a bituminous primer, including cleaning the surface, complete all as specified and directed by the Engineer-in-Charge. |
| 92 | M&L for APP-based polymeric waterproofing membrane, minimum 3 mm thick and weighing not less than 3 kg/m², reinforced with non-woven polyester mat as centre core, laid by torch-application method with 100 mm overlaps on both lengthwise and widthwise sides, in accordance with the manufacturer's instructions, including fabric weighing not less than 150 g/m² on the primed surface and two coats of reflective silver aluminium paint over the APP membrane, complete all as specified and directed. |
| 93 | Demolition of reinforced cement concrete of any description and in any position, including cutting reinforcement as required to facilitate demolition, complete all as specified and directed. |
| 94 | M&L for reinforced cement concrete, nominal mix, Type B-1 (1:2:4), using 20 mm graded aggregate, in slabs supported on walls, beams and columns, including floors, roofs, landings, balconies, canopies, deck slabs, shelves and similar works, complete all as specified and directed. |
| 95 | M&L for TMT bars, 10 mm diameter and over, cut to length and bent to the required shape, including cranking, spiral bending for column hooping, hooked ends and binding with annealed mild-steel wire not less than 0.9 mm diameter or securing with clips, complete all as specified and directed. |
| 96 | Formwork to chulha hoods, chajjas, troughs, kitchen slabs and similar items, including edges, complete all as specified and directed. |
| 97 | Precast RCC (1:2:4), Type B-1, for manhole/soakwell/septic-tank slabs and covers, including necessary formwork and setting in cement mortar (1:6), complete all as specified and directed. |
| 98 | M&L for preparing new untreated concrete or plastered surfaces of kerbstones, exceeding 10 cm in girth or width, not otherwise described, and applying two coats of synthetic enamel paint in black and white over one coat of primer, complete all as specified and directed. |
| 99 | M&L for framed mild-steel work such as grills, gratings, guard bars, barred iron doors, ladders, collar stands, framed balusters, walkways, railings, frameworks for water tanks and similar works, with ends of bars shouldered and/or riveted or forged into spikes, conforming to Fe 290, Grade E-165, complete all as specified and directed. |
| 100 | M&L for rough-cast plaster on exterior walls, applying an undercoat of cement-sand mortar (1:3), not less than 10 mm thick, and, while still plastic, applying a rough-cast mixture of crushed stone or fine gravel aggregate (6–12 mm size), coarse sand and cement in the ratio 1:1:1, finished even; the cement-sand mix shall be slightly wetter than normal rendering to ensure complete coating of the larger aggregate, complete all as specified and directed by the Engineer-in-Charge. |
| 101 | Excavating in trenches not exceeding 1.50 m in width and 1.50 m in depth for foundations, shafts, walls, manholes, etc., not exceeding 10 m² in plan area, and getting out in soft/loose soil, complete all as specified and directed. |
| 102 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil, complete all as specified and directed. |
| 103 | Removing excavated soil/material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.50 m above the starting point, complete all as specified and directed. |
| 104 | Demolition and breaking up 150 mm bore salt-glazed stoneware drainpipes set in cement mortar, including PCC haunching and bedding, complete all as specified and directed. |
| 105 | M&L for 150 mm bore reinforced concrete pipes, Class NP2, laid and jointed in cement mortar (1:1), complete with collars, including forming cradles, complete all as specified and directed. |
| 106 | M&L for PCC (1:4:8), Type D-2, using 40 mm graded crushed stone aggregate, as bedding to salt-glazed stoneware/NP2 drainpipes, including packing under and haunching against the sides of pipes after laying and testing, for 150 mm bore pipes, complete all as specified and directed. |
| 107 | M&L for providing and injecting chemical emulsion for post-construction anti-termite treatment along the external wall below concrete or masonry apron, at the rate of 2.25 litres per linear metre, including drilling 12 mm diameter holes at the required spacing and plugging with cement mortar (1:2) to match the existing floor, complete all as specified and directed. |
| 108 | M&L for providing and injecting chemical emulsion for post-construction anti-termite treatment of soil under existing floors, through 12 mm diameter holes at 300 mm spacing, including plugging holes with cement mortar (1:2) to match the existing floor, using chemical emulsion at the rate of 1 litre per hole, complete all as specified and directed. |
| 109 | M&L for PCC (1:2:4), Type B-1, using 20 mm graded stone aggregate, in bed blocks, bed plates, coping, etc., including weathering, slightly rounded or chamfered angles, throating and forming grooves for fixing manhole covers, including necessary formwork, complete all as specified and directed. |
| 110 | S&F factory-made kitchen cabinet, size 1.20 × 0.60 × 0.30 m, fabricated from 18 mm thick PVC Celuka sheet having density not less than 650 kg/m³, with decorative lamination on one side and balancing lamination on the other, including carcass and shutters of 18 mm thick PVC board, necessary brackets, screws and fittings. Panels shall be fabricated using adhesive and screws wherever required, with all edges covered with 2 mm thick edge-banding tape or a 90-degree bent-edge finish, as per approved make, drawing and specification. The PVC Celuka sheet shall be manufactured by an ISO 9001:2015-certified company and shall be termite-proof, waterproof and flame-retardant. The cabinet box shall comprise four 18 mm thick PVC Celuka boards joined using solvent-cement adhesive and screws, with 18 mm thick PVC backing. The cabinet shall be divided into two equal compartments with two-leaf shutters and one shelf. It shall be fixed to the wall with four fasteners and necessary fixing lugs. Each shutter shall have a 75 mm SS handle, CP piano hinges and magnetic catcher. Rates shall include all fittings and fixtures, complete all as specified and directed by the Engineer-in-Charge. |
| 111 | S&F PVC shutters for kitchen cabinets and trolley shutters, fabricated from 18 mm thick PVC Celuka ply having density 600 kg/m³, with pre-laminated sheet on one side and balancing white finish on the other, cut to the required shape and size and joined with necessary adhesive and screws wherever required. All edges shall be covered with matching-colour edge-banding tape. Shutters shall be fitted below the kitchen counter with necessary fittings and fixtures, including 75 mm SS handles, continuous CP piano hinges and magnetic catchers. Rates shall include all fittings and fixtures, complete all as specified and directed by the Engineer-in-Charge. |
| 112 | M&L for cement concrete, Type C-2 (1:3:6), using 40 mm graded aggregate, in foundation filling, mass concrete and post holes, complete all as specified and directed. |
| 113 | Dismantling wire-mesh fencing of any type, complete all as specified and directed. |
| 114 | Dismantling posts, purlins or any part of trusses, struts, etc., of timber, steel or RCC, of any section, including taking out embedded portions and making good disturbed ground or walls, complete all as specified and directed. |
| 115 | S&F mild steel posts and struts for fencing, including cutting tops to the required shape, drilling holes, notching for wire, flat-iron fillets for securing wire mesh, and all necessary drilling, bolting or riveting, conforming to Fe 290, Grade E 165, complete all as specified and directed. |
| 116 | S&F mild steel purpose-made bolts with hexagonal or square head, threaded at one end or both ends, each threaded end fitted with a washer and one hexagonal or square nut, exceeding 50 mm but not exceeding 75 mm in length, with 16 mm diameter shank, complete all as specified and directed. |
| 117 | Fixing only chain-link fencing of any mesh size and type to any type of standards, rails, straining bolts, etc., including binding wire, complete all as specified and directed. |
| 118 | Supply only galvanised mild steel chain-link fencing of any size or type, weighing not more than 4.00 kg, complete all as specified and directed. |
| 119 | S&F mild steel round bars, 10 mm diameter and over, cut to length and bent to the required shape, including cranking, bending, hooking and binding with 0.9 mm diameter annealed mild steel wire, complete all as specified and directed. |
| 120 | M&L for preparation of new steel surfaces of any description, not exceeding 10 cm in width or girth, and applying two coats of synthetic enamel paint over one coat of zinc chromate primer, when unconnected with other painting or when painted in a different tint, complete all as specified and directed. |
| 121 | S&F pipe-support clamping system for a single 110 mm diameter (4-inch) down-take pipe, running vertically with 3-inch wall clearance, comprising profile brackets, continuous slotted C-channel and U-bolt R/M system. Profile brackets with 3-inch wall clearance, fabricated from low-carbon hot-rolled gauge-corrected (HRGC) steel conforming to IS 1079 DD, size 32 × 3 mm, with ribs and notches, hot-dip galvanised and Zn-Al flake coated, having salt-spray test resistance exceeding 2000 hours as per ASTM B117-2019, including SS 304 serrated hex-flange bolts, 5/16 × 3/4 inch, AF 13 mm, conforming to DIN 6921, and SS 304 serrated hex-flange nuts, BSW 5/16 × 18 × 8 × 13 mm, conforming to DIN 6923; continuous slotted C-channel, 10 inches long, with ribs, fabricated from HRGC steel conforming to IS 1079 DD, 3 mm thick, hot-dip galvanised and Zn-Al flake coated; and U-bolt R/M fabricated from low-carbon mild steel rod approximately 7 mm in diameter, Zn-Al flake coated, with noise-absorbing, semi-transparent ribbed silicone-rubber sleeve and serrated Zn-Al flake-coated hex-flange nuts, BSW 5/16 × 18 × 8 × 13 mm, conforming to DIN 6923. Hot-dip galvanising shall conform to IS 2629:1985, with zinc coating of 610 g/m² (over 85 microns). Material grade shall be IS 1079 DD, supported by a material test certificate conforming to EN 10204, Type 3.1. Each clamping unit shall include two profile brackets with 3-inch wall clearance, one 10-inch continuous slotted C-channel, one U-bolt R/M suitable for a 110 mm CI/PVC pipe and four 2½-inch zinc-coated Justi Khillas. Clamping units shall be fixed at every metre along the duct in accordance with Technical Drawing No. CE Jaipur Zone–Jaipur, TD/2022/102. Make: Shaivi or equivalent as approved by the GE, complete all as specified and directed. |
| 122 | All as per preceding item but for a single 75 mm diameter (3-inch) down-take pipe, including one U-bolt R/M suitable for a 75 mm CI/PVC pipe, complete all as specified and directed. |
| 123 | Demolition of unreinforced cement concrete in ground floors and pavings, exceeding 15 cm thickness, below or above ground level, including removal of rubbish material, complete all as specified and directed by the Engineer-in-Charge. |
| 124 | M&L for 75 mm thick plain cement concrete (1:4:8), Type D-2, using 40 mm graded stone aggregate, as sub-base, complete all as specified and directed. |
| 125 | M&L for 25 mm thick sand cushioning under floors, complete all as specified and directed. |
| 126 | M&L for 60 mm thick machine-pressed precast concrete interlocking rubberised paver blocks, any shape and size, conforming to IS 15658:2006, M-35 grade, made with grey cement and pigment, complete all as specified and directed. |
| 127 | M&L for plain cement concrete (1:3:6), Type C-1, using 20 mm graded stone aggregate, as kerb blocks, set in cement mortar (1:4), with plain fair faces, including chamfered weathering and throating, complete all as specified and directed. |
| 128 | S&F pipe-support clamping system for a single 20 mm diameter (¾-inch) down-take pipeline, running vertically with 3-inch wall clearance, comprising mono bracket and U-bolt R/M system. Mono bracket for 20 mm pipe with 3-inch wall clearance, fabricated from low-carbon hot-rolled gauge-corrected (HRGC) steel conforming to IS 1079 DD, size 48 × 3 mm, with ribs and notches, hot-dip galvanised and Zn-Al flake coated, having salt-spray test resistance exceeding 2000 hours as per ASTM B117-2019; U-bolt R/M fabricated from low-carbon mild steel rod approximately 7 mm in diameter, Zn-Al flake coated, with noise-absorbing, semi-transparent ribbed silicone-rubber sleeve and serrated Zn-Al flake-coated hex-flange nuts, BSW 5/16 × 18 × 8 × 13 mm. Hot-dip galvanising shall conform to IS 2629:1985, with zinc coating of 610 g/m² (over 85 microns). Material grade shall be IS 1079 DD, supported by a material test certificate conforming to EN 10204, Type 3.1. Each clamping unit shall include one mono bracket for a 20 mm pipe with 3-inch wall clearance, one U-bolt R/M suitable for a 20 mm GI/UPVC/CPVC pipe and two 2½-inch zinc-coated Justi Khillas. Clamping units shall be fixed at every metre along the duct in accordance with Technical Drawing No. CE Jaipur Zone–Jaipur, TD/2022/102. Make: Shaivi or equivalent as approved by the GE, complete all as specified and directed. Please Enable Macros to View BoQ information |
| 129 | S&F pipe-support clamping system for a single 20 mm diameter (¾-inch) down-take pipeline, running vertically with 3-inch wall clearance, comprising mono bracket and U-bolt R/M system. Mono bracket for 20 mm pipe with 3-inch wall clearance, fabricated from low-carbon hot-rolled gauge-corrected (HRGC) steel conforming to IS 1079 DD, size 48 × 3 mm, with ribs and notches, hot-dip galvanised and Zn-Al flake coated, having salt-spray test resistance exceeding 2000 hours as per ASTM B117-2019; U-bolt R/M fabricated from low-carbon mild steel rod approximately 7 mm in diameter, Zn-Al flake coated, with noise-absorbing, semi-transparent ribbed silicone-rubber sleeve and serrated Zn-Al flake-coated hex-flange nuts, BSW 5/16 × 18 × 8 × 13 mm. Hot-dip galvanising shall conform to IS 2629:1985, with zinc coating of 610 g/m² (over 85 microns). Material grade shall be IS 1079 DD, supported by a material test certificate conforming to EN 10204, Type 3.1. Each clamping unit shall include one mono bracket for a 20 mm pipe with 3-inch wall clearance, one U-bolt R/M suitable for a 20 mm GI/UPVC/CPVC pipe and two 2½-inch zinc-coated Justi Khillas. Clamping units shall be fixed at every metre along the duct in accordance with Technical Drawing No. CE Jaipur Zone–Jaipur, TD/2022/102. Make: Shaivi or equivalent as approved by the GE, complete all as specified and directed. 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 · 11 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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