Tender For Provision Of An Elevated Central Monitoring Station At Military Station Alwar.
Tender Value
23.78 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
8 days left
EMD
48000
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 Provision Of An Elevated Central Monitoring Station At Military Station Alwar.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for surface excavation not exceeding 30 cm deep and averaging 15 cm deep, including getting out excavated material in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 2 | Excavation over areas not exceeding 1.5 m deep, including getting out excavated material in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 3 | Excavation over areas exceeding 1.5 m but not exceeding 3 m deep, including getting out excavated material in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 4 | M&L for excavation in trenches not exceeding 1.5 m wide and 1.5 m deep for foundations, etc., or for shafts, wells, cesspits, manholes, pier holes, etc., not exceeding 10 m² on plan and not exceeding 1.5 m in depth, including getting out excavated material in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed by the Engineer-in-Charge. |
| 6 | Removing surplus excavated soil to a distance exceeding 50 m but not exceeding 100 m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by the Engineer-in-Charge. |
| 7 | M&L for plain cement concrete (1:4:8), Type D-2, using 40 mm graded stone aggregate in foundations and mass concrete, complete all as specified and directed by the Engineer-in-Charge. |
| 8 | M&L for reinforced cement concrete work, design mix M25, in foundations including rafts, plinth beams, bases for columns, basement slabs under rammed piles and mass concrete, excluding formwork and reinforcement, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 9 | M&L for reinforced cement concrete work, design mix M25, in columns, pillars, piers, posts and struts up to 11 m height of building, excluding formwork and reinforcement, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 10 | M&L for reinforced cement concrete work, design mix M25, in beams, cantilevers, bressummers and lintels exceeding 1.5 m span, up to 11 m height of building, excluding formwork and reinforcement, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 11 | M&L for reinforced cement concrete work, design mix M25, in slabs supported on walls, cantilevers, etc., up to 11 m height of building, excluding formwork and reinforcement, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 12 | M&L for reinforced cement concrete work, design mix M25, in chajjas, excluding formwork and reinforcement, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 13 | M&L for TMT reinforcement bars, 10 mm diameter and over, cut to length and bent to the required shape, including cranking, bending spirally for hooping in columns, hooking ends and binding with and including MS annealed wire not less than 0.9 mm diameter, up to 12 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 14 | M&L for TMT reinforcement bars, 5 mm diameter and over but not exceeding 10 mm diameter, used in stirrups, spacers and binders, cut to length, bent to the required shape and fixed in position, including binding with and including MS annealed wire not less than 0.9 mm diameter, complete all as specified and directed by the Engineer-in-Charge. |
| 15 | M&L for formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, and sides and soffits, if any, of foundation and plinth beams and similar work, vertical or battered, complete all as specified and directed by the Engineer-in-Charge. |
| 16 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal, for rough-finished flat surfaces of concrete, up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 17 | M&L for formwork to sides and soffits of floor or roof beams, beam notches, girders, bressummers, lintels, cantilevers and shelves, including supports, overhangs and splays between floors and beams, etc., up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 18 | M&L for formwork to soffits of suspended slabs, such as roof slabs, floor slabs, landings and similar work, not exceeding 200 mm thick, horizontal or sloping, up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 19 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings and openings in concrete walls, floors and roofs, not exceeding 20 cm wide, and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work, exceeding 10 cm but not exceeding 20 cm wide, for rough-finished surfaces of concrete, up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 20 | M&L for providing precast cement concrete louvres and jallies, 50 mm thick, solid, using cement concrete Type B-0 with 12.5 mm graded aggregate, set in cement mortar 1:4, including all mouldings but excluding precast frames, which shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 21 | M&L for anti-termite treatment to backfill in contact with foundation using chemical emulsion at the rate of 7.5 litres per sqm of surface area, complete all as specified and directed by the Engineer-in-Charge. |
| 22 | M&L for anti-termite treatment to the bottom surface of floors using chemical emulsion at the rate of 5 litres per sqm of surface area, complete all as specified and directed by the Engineer-in-Charge. |
| 23 | M&L for anti-termite treatment to soil under plinth protection using chemical emulsion at the rate of 5 litres per sqm of surface area, complete all as specified and directed by the Engineer-in-Charge. |
| 24 | M&L for 15 mm thick screed in cement mortar 1:4, incorporating waterproofing compound, over green concrete surface, finished even and smooth without using extra lime or cement; waterproofing compound shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 25 | M&L for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm, including cleaning the surface and application over bituminous primer, complete all as specified and directed by the Engineer-in-Charge. |
| 26 | M&L for providing and laying APP-based polymeric membrane, minimum weight 3 kg/sqm and minimum thickness 3 mm, reinforced with polyester non-woven reinforcement/mat as centre core, with thermal insulation, laid by torch-application method with 100 mm overlaps on both lengthwise and widthwise sides, strictly in accordance with the manufacturer's instructions, including fabric weighing not less than 150 g/sqm over primed surface, complete all as specified and directed by the Engineer-in-Charge. |
| 27 | M&L for applying two coats of heat-reflective silver aluminium paint over APP membrane, complete all as specified and directed by the Engineer-in-Charge. |
| 28 | M&L for providing precast cement concrete (1:2:4), Type B-1, using 20 mm graded crushed stone aggregate, in roof kerbs or mud stops, rounded or chamfered on edges, lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for under Item No. 04028, water troughs and the like, including weathering and slightly rounded or chamfered angles and throating, complete all as specified and directed by the Engineer-in-Charge. |
| 29 | M&L for brickwork in Sub-Class B bricks, straight or curved on plan to a radius exceeding 6 m, in cement mortar 1:4, up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 30 | M&L for half-brick-thick walls in Sub-Class B bricks, straight or curved on plan to any radius, built in cement mortar 1:4, complete all as specified and directed by the Engineer-in-Charge. |
| 31 | M&L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brickwork, finished even and smooth without using extra cement, including mixing waterproofing compound; waterproofing compound shall be measured and paid for separately, up to 11 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 32 | Supply only integral waterproofing compound as per SSR, complete all as specified and directed by the Engineer-in-Charge. |
| 33 | M&L for 10 mm thick rendering in cement mortar 1:6 on other than fair faces of brickwork, finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge. |
| 34 | 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 by the Engineer-in-Charge. |
| 35 | M&L for preparing new surfaces and applying two coats of 100% premium acrylic exterior emulsion paint, having VOC content less than 50 g/litre, UV resistance as per IS 15489:2004, alkali and fungal resistance and dirt resistance, of required shade (company-depot tinted), with silicone additives at the rate of 1.43 litres per 10 sqm, over and including one priming coat over one coat of exterior waterproof wall-care putty, with exterior primer applied at the rate of 0.90 litre per 10 sqm, up to 12 m height of building, complete all as specified and directed by the Engineer-in-Charge. |
| 36 | M&L for preparing newly plastered wall surfaces and applying two coats of oil-bound distemper, including 1 mm thick wall putty, complete all as specified and directed by the Engineer-in-Charge. |
| 37 | M&L for preparing newly plastered ceiling surfaces and applying three coats of whitewash, complete all as specified and directed by the Engineer-in-Charge. |
| 38 | M&L for providing and fixing framed steel staircase, including stringers, treads, landings, balusters, handrails, cleats, brackets and all necessary fittings, complete all as specified and directed by the Engineer-in-Charge. |
| 39 | S&F of steelwork in tubular trusses for railing balusters, including special-shaped washers, using ERW or induction butt-welded steel tubes conforming to IS 1161:1979, Grade ST-240, complete all as specified and directed by the Engineer-in-Charge. |
| 40 | S&F of plain or chequered steel plates and channels, square-cut or notched, including ordinary and countersunk holes, without attachments, fabricated from steel conforming to Fe-410-W (Grade E-250), Quality A, complete all as specified and directed by the Engineer-in-Charge. |
| 41 | S&F stainless steel wire cloth made of 0.36 mm nominal diameter wire with average width of aperture 1.40 mm, fixed with stainless steel wire staples or nails and screws, complete all as specified and directed by the Engineer-in-Charge. |
| 42 | M&L for 75 mm thick plain cement concrete (1:4:8), Type D-2, using 40 mm graded stone aggregate, as floor sub-base, complete all as specified and directed by the Engineer-in-Charge. |
| 43 | M&L for hard core of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed by the Engineer-in-Charge. |
| 44 | M&L for 75 mm thick plain cement concrete (1:3:6), Type C-2, using 40 mm graded stone aggregate, as plinth protection, finished fair and even, complete all as specified and directed by the Engineer-in-Charge. |
| 45 | S&F stainless steel rod of 20 mm internal diameter, in lengths as directed, including decorative finials at both ends and a pair of stainless steel brackets, fixed at both ends to walls/beams with rawl plugs and steel screws, complete all as specified and directed by the Engineer-in-Charge. |
| 46 | S&F anodised aluminium frames and other sections for doors, windows, ventilators and partitions, powder-coated in approved colour with coating thickness not less than 50 microns, including one or more rebates and joining cleats for fixing, complete all as specified and directed by the Engineer-in-Charge. |
| 47 | M&L for fixing 4 mm thick anodised aluminium composite panel in aluminium frame, including necessary rubber beading, jointing cleats and all accessories required for proper fixing to the frame, complete all as specified and directed by the Engineer-in-Charge. |
| 48 | S&F anodised aluminium grill with mesh size 75 mm, using aluminium bars of 6 mm, XPM type, including channels, screws and all accessories required for fixing, with aluminium sections anodised to a thickness of 15 microns, complete all as specified and directed by the Engineer-in-Charge. |
| 49 | S&F anodised aluminium door shutters using aluminium sections weighing 0.55 kg/m, including necessary joining cleats, glazing cleats, rubber/neoprene packing, two handles per door, hinges, anodised aluminium snap beading, screws and all necessary fittings, complete all as specified and directed by the Engineer-in-Charge. |
| 50 | 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 by the Engineer-in-Charge. |
| 51 | S&F 35 mm thick, second-class hardwood, factory-made, two-panelled door shutters with lock rail and panels of 9 mm BWP commercial plywood or 12 mm veneered particle board with commercial veneering on both faces, with rails and stiles conforming to IS 1003 (Part I), kiln-seasoned, chemically pressure-treated and fixed to chowkhats, complete all as specified and directed by the Engineer-in-Charge. |
| 52 | M&L for factory-made second-class glazed and skeleton door shutters, without sash bars, made from 30 mm thick second-class hardwood stiles and rails, kiln-seasoned and chemically pressure-treated, open-rebated and prepared to receive glass or gauze, with plain, chamfered or rounded framing edges and mitred beads for securing glass, members conforming to IS 1003, and shutters fitted to chowkhats, complete all as specified and directed by the Engineer-in-Charge. |
| 53 | S&F 4.8 mm thick ordinary-quality sheet glass, cut to size and glazed with oil putty in square panes, each exceeding 0.5 sqm, complete all as specified and directed by the Engineer-in-Charge. |
| 54 | S&F 6 mm thick toughened glass of best quality, cut to size in square panes, each exceeding 0.50 sqm, complete all as specified and directed by the Engineer-in-Charge. |
| 55 | M&L for preparing 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. |
| 56 | M&L for preparing new wooden surfaces exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and directed by the Engineer-in-Charge. |
| 57 | M&L for 25 mm thick plain cement concrete (1:2:4), Type B-0, using 12.5 mm graded stone aggregate, as floor levelling course, complete all as specified and directed by the Engineer-in-Charge. |
| 58 | M&L for 10 mm thick polished, coloured vitrified ceramic tiles, square or rectangular, in approved light shade, each tile having an area not exceeding 0.36 sqm, laid on floors and similar surfaces, set and jointed in neat cement slurry and pointed with white or coloured cement to match the shade of tiles, over and including a 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 59 | M&L for 10 mm thick polished, coloured vitrified ceramic tiles, square or rectangular, in approved light shade, each tile having an area not exceeding 0.36 sqm, on vertical surfaces such as dado and skirting, set and jointed in neat cement slurry and pointed with white or coloured cement to match the shade of tiles, over and including a 10 mm thick screed bed in cement mortar 1:4, complete all as specified and directed by the Engineer-in-Charge. |
| 60 | M&L for 7–8 mm thick coloured, non-skid ceramic tiles, square or rectangular, each tile having an area exceeding 0.11 sqm but not exceeding 0.18 sqm, laid on floors and similar surfaces over a 15 mm thick screed bed or bedding layer in cement mortar 1:6, set and jointed in neat cement slurry and pointed with white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer-in-Charge. |
| 61 | M&L for glazed coloured ceramic tiles, size 300 x 450 x 7 mm thick, on vertical surfaces, laid over 10 mm thick rendering in cement mortar 1:4, jointed in neat cement slurry and pointed with white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer-in-Charge. |
| 62 | M&L for factory-made solid panel PVC door shutter, 30 mm thick, style type, comprising MS tubular frame for top and bottom rails, covered with heat-moulded plain-colour PVC C-channel having 20 mm wide PVC sheet strip fixed inside with solvent cement, plain-colour PVC sheets to top, lock and bottom rails on both sides and as gap inserts, PVC sheet panelling fitted within the MS frame and welded/sealed to stiles and rails with suitable PVC sheet beading and solvent cement, including supplying and fixing in frame at site with three medium-grade MS hinges, complete all as specified and directed by the Engineer-in-Charge. |
| 63 | S&F solid PVC door frame, size 50 x 47 mm, made out of 5 mm thick plain-colour PVC sheet reinforced with MS square tube, supplied and fixed in opening in accordance with the specifications and drawings, complete all as specified and directed by the Engineer-in-Charge. |
| 64 | S&F extruded aluminium alloy butt hinges with galvanised mild steel hinge pin, 150 mm long, complete all as specified and directed by the Engineer-in-Charge. |
| 65 | S&F anodised aluminium barrel tower bolts, made from extruded sections, 150 mm long, complete all as specified and directed by the Engineer-in-Charge. |
| 66 | S&F extruded aluminium alloy handles, 150 mm size, fabricated type, anodised and ISI marked, complete all as specified and directed by the Engineer-in-Charge. |
| 67 | S&F mild steel butt hinges, medium weight, cold-rolled, 100 mm size, ISI marked, complete all as specified and directed by the Engineer-in-Charge. |
| 68 | S&F anodised aluminium alloy sliding door bolt with hasp and staple, bolt type, 300 mm long and not less than 12 mm diameter, including minimum six bolts and nuts, four on the plate and two on the staple, fixing clips of sheet, cast or extruded sections, fixing bolts and sliding bolt of extruded or cast aluminium alloy sections, complete all as specified and directed by the Engineer-in-Charge. |
| 69 | S&F ordinary rat-tail rod-pattern spring, 300 mm long, including roller and roller plate, complete all as specified and directed by the Engineer-in-Charge. |
| 70 | S&F vitreous china squatting pan of Orissa pattern, size 580 x 440 mm, white, with integral footrests, excluding flushing cistern and flush pipe, including lime concrete bedding, complete all as specified and directed by the Engineer-in-Charge. |
| 71 | S&F low-level PVC flushing cistern, 10-litre capacity, with inlet ball valve, float and handle, syphonic-action type, including brackets and low- or high-density polyethylene flush pipe, ISI marked, complete all as specified and directed by the Engineer-in-Charge. |
| 72 | S&F medium-grade galvanised steel tubes, 20 mm bore, including all fittings, fixed to walls and ceilings or laid in floors, complete all as specified and directed by the Engineer-in-Charge. |
| 73 | S&F medium-grade galvanised steel tubes, 15 mm bore, including all fittings, fixed to walls and ceilings or laid in floors, complete all as specified and directed by the Engineer-in-Charge. |
| 74 | S&F 15 mm bore fancy-type stop valve/angle valve of copper alloy, chromium-plated, screwed-down high-pressure type, with crutch or butterfly handle, screwed at both ends for iron pipe or union, complete all as specified and directed by the Engineer-in-Charge. |
| 75 | S&F 15 mm bore fancy-type long-body bib tap, half-turn type, with wall flange, cast copper alloy, chromium-plated, with capstan head and screwed connection for iron pipe or brass ferrule, complete all as specified and directed by the Engineer-in-Charge. |
| 76 | S&F selected-quality looking glass, size 600 x 450 x 5 mm thick, mounted on 6 mm thick AC building board or commercial plywood, including framing and fixing to wooden plugs with chromium-plated screws and cup washers, complete all as specified and directed by the Engineer-in-Charge. |
| 77 | S&F vitreous china wash-down water closet pan (EWC), pedestal pattern, coloured, including black plastic WC seat of closed pattern with flat bottom and cover, and mild steel, chromium-plated or aluminised hinging device, complete all as specified and directed by the Engineer-in-Charge. |
| 78 | S&F CP health faucet for WC, including 1 m long metallic expandable tube and hook, complete all as specified and directed by the Engineer-in-Charge. |
| 79 | S&F vitreous china urinal, half-stall type, white, including waste pipe and CP waste coupling, complete all as specified and directed by the Engineer-in-Charge. |
| 80 | S&F vitreous china wash-hand basin, flat-back type, size 580 x 450 mm, excluding taps, waste chain, plug and stopper, but including brackets and waste pipe, including cutting and pinning in ends of brackets, complete all as specified and directed by the Engineer-in-Charge. |
| 81 | S&F 15 mm bore cast copper alloy, chromium-plated, fancy-type pillar tap for hot and cold water supply, complete all as specified and directed by the Engineer-in-Charge. |
| 82 | S&F rotationally moulded polyethylene water storage tank, cylindrical vertical type with closed top, 1000-litre capacity, hoisted and fixed in position, including 20 mm float valve, 20 mm bore medium-grade GI washout pipe 450 mm long with plug, and 20 mm bore medium-grade GI overflow pipe 600 mm long, with all fittings, complete all as specified and directed by the Engineer-in-Charge. |
| 83 | S&F high-pressure brass ball valve with polyethylene float and fly nut, screwed for iron pipe and fixed to 20 mm bore pipe, complete all as specified and directed by the Engineer-in-Charge. |
| 84 | S&F 15 mm PVC connection, 600 mm long, with PTMT nuts, complete all as specified and directed by the Engineer-in-Charge. |
| 85 | S&F 20 mm bore gunmetal globe or gate valve, with iron wheel head, screwed at both ends for iron pipe and fixed in position, complete all as specified and directed by the Engineer-in-Charge. |
| 86 | S&F 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. |
| 87 | S&F PTMT dome grating, 100 mm diameter, minimum weight 25 g, fixed with cement, complete all as specified and directed by the Engineer-in-Charge. |
| 88 | S&F PVC soil, waste and rainwater (SWR) pipe, 75 mm nominal outside diameter, single-socketed, in any length, with rubber-ring joints, laid in walls or floors, complete all as specified and directed by the Engineer-in-Charge. |
| 89 | S&F PVC soil, waste and rainwater (SWR) pipe, 110 mm nominal bore, single-socketed, in any length, fixed to walls, complete all as specified and directed by the Engineer-in-Charge. |
| 90 | S&F PVC SWR floor trap, plain type, with grating, 75 mm diameter, including joints made with solvent cement, complete all as specified and directed by the Engineer-in-Charge. |
| 91 | S&F PVC SWR bend, 75 mm bore, of any radius, complete all as specified and directed by the Engineer-in-Charge. |
| 92 | S&F PVC SWR bend, 110 mm bore, of any radius, complete all as specified and directed by the Engineer-in-Charge. |
| 93 | S&F PVC SWR vent cowl, complete all as specified and directed by the Engineer-in-Charge. |
| 94 | M&L for 100 mm thick plain cement concrete (1:4:8), Type D-2, using 40 mm graded stone aggregate, in foundations, filling, mass concrete and floor sub-base, complete all as specified and directed by the Engineer-in-Charge. |
| 95 | M&L for machine-pressed precast cement concrete interlocking paver blocks of any shape and size, made with grey cement and pigment, conforming to IS 15658:2006, 60 mm thick, M40 grade, laid over sand cushioning; sand cushioning shall be measured and paid for separately, complete all as specified and directed by the Engineer-in-Charge. |
| 96 | Supply and laying of sand, including spreading, levelling and ramming in layers not exceeding 25 cm thick, complete all as specified and directed by the Engineer-in-Charge. |
| 97 | M&L for providing cement concrete, Type B-1, mix 1:2:4, using 12.5 mm graded stone aggregate, in copings, complete all as specified and directed by the Engineer-in-Charge. |
| 98 | S&F reinforced concrete pipes, Class NP-2, ISI marked, laid to slope in trenches, jointed and tested, including collars, for 150 mm bore pipes, complete all as specified and directed by the Engineer-in-Charge. |
| 99 | M&L for plain cement concrete (1:4:8), Type C-2, using 40 mm graded stone aggregate, as bedding to 150 mm bore drain pipes, including packing under and haunching against the sides of pipes, and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 100 | Excavation in post holes or similar holes, each not exceeding 0.5 m³, including getting out excavated material, returning, filling in and ramming earth or broken rubble mixed with earth around the post in layers not exceeding 25 cm thick, in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. |
| 101 | M&L for cement concrete, Type B-2, mix 1:2:4, using 40 mm graded stone aggregate, in foundation filling and mass concrete, complete all as specified and directed by the Engineer-in-Charge. |
| 102 | M&L for mild steel angle and flat iron work in posts and struts for fencing, steps, etc., including cutting tops to the required shape, drilling holes, notching for wires, providing flat iron fillets for securing wire mesh, and all necessary drilling, bolting or riveting, using steel conforming to Fe-290, Grade E-165, complete all as specified and directed by the Engineer-in-Charge. |
| 103 | S&F TMT round bars, 10 mm diameter, used as tie rods, cut to length and bent to the required shape for fixing chain-link fencing, complete all as specified and directed by the Engineer-in-Charge. |
| 104 | S&F machine-made mild steel screw bolts, 10 mm diameter, with hexagonal or square head at one end and threaded at the other end, or threaded at both ends, each threaded end fitted with washers and one hexagonal or square nut, bolt length exceeding 5 cm but not exceeding 10 cm, complete all as specified and directed by the Engineer-in-Charge. |
| 105 | Supply only galvanised mild steel chain-link fencing, complete as directed by the Engineer-in-Charge. |
| 106 | Fixing chain-link fencing of any mesh size and type to standards, rails, straining bolts, etc., including provision and fixing of line wires, complete as specified and directed by the Engineer-in-Charge. |
| 107 | M&L for preparing new steel surfaces not 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. |
| 108 | M&L for reinforced cement concrete, nominal mix 1:2:4, Type B-1, in slabs supported on walls, beams and columns, including floors, roofs, landings, balconies, canopies, deck slabs, shelves and similar work, complete all as specified and directed by the Engineer-in-Charge. |
| 109 | M&L for providing precast cement concrete, Type B-1, mix 1:2:4, using 20 mm graded stone aggregate, in cover slabs for manholes and similar articles, with plain faces, bedded and set in cement mortar 1:4, complete all as specified and directed by the Engineer-in-Charge. |
| 110 | M&L for loose filling with broken brick aggregate of gauge 80–150 mm in soakage pits and soakage wells, complete all as specified and directed by the Engineer-in-Charge. |
| 111 | M&L for brickwork in cement mortar 1:6, using Sub-Class B bricks, in one-brick-thick honeycomb walling and similar work, complete all as specified and directed by the Engineer-in-Charge. Note: All the above items are intended for construction of a G+2 RCC building to be used as a watch tower, up to a height of 11 m above NGL. The contractor shall visit the site before quoting the tender and acquaint himself with the site conditions, complete scope of work and drawings available in the office. |
| 112 | M&L for concealed point wiring for one light point controlled by one one-way switch, with two single-core PVC-insulated, unsheathed, multistranded copper conductor cables of size 1.5 sq mm (FRLS), drawn through and including 20 mm dia electrical-grade PVC conduit concealed in walls, ceilings or floors, including PVC-insulated, unsheathed earth wire with multistranded copper conductor of size 1.5 sq mm (FRLS), MS sunk sheet-metal box with modular cover plate of required modules, brass countersunk screws and washers. Rates shall include cutting chases in stone/brick walls for inserting PVC conduit and making good disturbed surfaces, including plastering and painting to match existing colour, and modular cover plates with frames and sheet-metal boxes. No additional payment shall be made on this account, complete all as specified and directed by the Engineer-in-Charge. |
| 113 | All as per preceding item but for one 3-pin, 5 Amp switch-socket outlet on the same board with other switches, complete all as specified and directed by the Engineer-in-Charge. |
| 114 | All as per preceding item but for one 3-pin, 5 Amp switch-socket outlet point on an independent board, complete all as specified and directed by the Engineer-in-Charge. |
| 115 | All as per preceding item but for one fan point controlled by one switch and regulator, complete all as specified and directed by the Engineer-in-Charge. |
| 116 | All as per preceding item but with 4.0 sq mm multistranded copper conductor cables and 4.0 sq mm copper conductor earth wire for a 15 Amp power/geyser point, complete all as specified and directed by the Engineer-in-Charge. |
| 117 | All as per preceding item but with 2.5 sq mm multistranded copper conductor cables and 2.5 sq mm copper conductor earth wire for a 15 Amp power/geyser point, complete all as specified and directed by the Engineer-in-Charge. |
| 118 | S&F piano-type modular switch, one-way, 6 Amp, 230/250 V grade, one module, on top cover provided under point wiring, complete all as specified and directed by the Engineer-in-Charge. |
| 119 | S&F piano-type modular switch, one-way, 16 Amp, 230/250 V grade, one module, on top cover provided under point wiring, complete all as specified and directed by the Engineer-in-Charge. |
| 120 | S&F flush-mounting multipurpose modular socket outlet, 2-in-1, 3-pin, 5 Amp, 230/250 V grade, two modules, on top cover provided under point wiring, complete all as specified and directed by the Engineer-in-Charge. |
| 121 | S&F flush-mounting multipurpose modular socket outlet, 2-in-1, 3-pin, 15 Amp, 230/250 V grade, on top cover provided under point wiring, complete all as specified and directed by the Engineer-in-Charge. |
| 122 | S&F ceiling rose, surface-mounted, bakelite/polycarbonate type, with two to three terminals and plate, including isolated body, complete all as specified and directed by the Engineer-in-Charge. |
| 123 | S&F PVC blanking plate, one-way type, with internal lock, complete all as specified and directed by the Engineer-in-Charge. |
| 124 | S&F lamp holder, PVC/polycarbonate type, complete with 9 Watt LED lamp, suitable for batten fitting, including back plate and all fittings, complete all as specified and directed by the Engineer-in-Charge. |
| 125 | S&F LED panel light, 36 Watt, ultra-slim edge type, 2 ft × 2 ft, square, recess-mounted, in aluminium casing with white finish, suitable for low ceiling height, 3-in-1 colour temperature (3000 K, 4000 K and 6000 K), including prewired LED fitting, connections and dismantling of existing unserviceable recessed-mounted light, complete all as specified and directed by the Engineer-in-Charge. |
| 126 | S&F LED batten, 1.2 m long, with CRCA sheet housing and PC glossy diffuser, duly prewired for connection, nominal system lumen output 2000 lumens, minimum system efficiency 115 lumens/Watt, total power consumption not exceeding 20 Watt including driver, rated system life of 40,000 burning hours at L70, colour temperature 6500 K, CRI >80, THD <10% and power factor >0.95, of any one of the following makes and catalogue numbers: Crompton Cat Part CIS-305-40-57-SL-DP-NWH, Philips Cat Part BN308C LED20S-6500 L120 PSU WH, or Havells Cat Part STOUTPLUS600BS20WLED840SPCWH, complete all as specified and directed by the Engineer-in-Charge. |
| 127 | S&F outdoor LED security light fitting, 35 Watt, 230 V AC, with high-pressure die-cast aluminium housing, heat-resistant construction, driver, epoxy powder-coated CRCA sheet steel grey tray and clear acrylic cover, including street-light bracket made from 25 mm dia GI medium-grade pipe, 0.6 m long, with two sets of fixing clamps fabricated from 30 × 5 mm MS flat, nuts, bolts and washers, clamps painted with two coats of aluminium silver paint over one coat of primer, impact- and corrosion-resistant construction, thermal management with multiple optics and IP65/IP66 protection, complete all as specified and directed by the Engineer-in-Charge. |
| 128 | S&F ceiling fan, 1200 mm sweep, 230 V, BEE 5-star rated, with brushless DC (BLDC) motor, copper winding, electronic-type regulator and accessories, including taking down existing unserviceable ceiling fan, complete all as specified and directed by the Engineer-in-Charge. |
| 129 | S&F exhaust fan, PVC body, single-phase AC, 230/240 V, 250 mm sweep, with louvres, including making a suitable opening in the wall, complete all as specified and directed by the Engineer-in-Charge. |
| 130 | S&F TPN distribution board, 4-way, suitable for four double-pole outgoing MCBs of 40 Amp each, with incoming 100 Amp, 16 kA, four-pole MCCB, copper busbar rated 250 Amp, flush-mounted, double-door type, protection class IP30 and IK08, complete all as specified and directed by the Engineer-in-Charge. |
| 131 | S&F 240 V, 10 kA, 'C' curve miniature circuit breaker (MCB), SP, 6–32 Amp, in MCB distribution board, including connections, testing and commissioning, complete all as specified and directed by the Engineer-in-Charge. |
| 132 | S&F 240 V, 10 kA, 'C' curve miniature circuit breaker (MCB), SPN, 40–63 Amp, in MCB distribution board, including connections, testing and commissioning, complete all as specified and directed by the Engineer-in-Charge. |
| 133 | S&F single-pole and neutral enclosure with two-pin-and-earth plug and socket, complete with one double-pole MCB, 32 Amp, including taking down the existing unserviceable enclosure, complete all as specified and directed by the Engineer-in-Charge. |
| 134 | M&L for sub-main wiring with two runs of 6 sq mm single-core, PVC-insulated, unsheathed FRLS cable with stranded copper conductor, drawn through suitable-size PVC conduit with accessories, including one 6 sq mm green-coloured copper earth wire, complete all as specified and directed by the Engineer-in-Charge. Note: Two runs of 6 sq mm cable, one run of 6 sq mm earth wire and one run of PVC conduit with accessories shall be measured as one length. |
| 135 | M&L for complete earthing with galvanised steel plate electrode, 600 × 600 × 6.30 mm thick, buried directly in the ground in an earth pit not less than 2.25 m deep below ground level, with the top edge of the plate not less than 1.5 m below normal ground level, connected to and including 4 mm dia GI earth wire by means of GI nuts, bolts, check nuts, washers, thimbles, etc., as shown in Electrical Plate No. 3 of SSR Part-I, including connection to the main switchboard, test point, panel or equipment and testing on completion; excavation and earthwork in any type of soil, refilling and removal of surplus spoil to a distance not exceeding 50 m; charcoal and salt in alternate 15 cm thick layers all around the earth plate electrode; MS funnel with wire mesh; 20 mm bore medium-grade GI watering pipe and 15 mm bore, 3.00 m long, light-grade GI pipe for protection of earth wire, fixed with poles and two clamps fabricated from 25 × 3 mm MS flat, including bolts, nuts and washers; PCC chamber in mix 1:3:6, Type C1; 40 mm thick precast RCC cover in mix 1:2:4, Type B1; and CI frame, complete all as specified and directed by the Engineer-in-Charge. |
| 136 | Supply, lay and test LT XLPE-insulated, screened, PVC-bedded, galvanised steel strip/wire-armoured, heavy-duty electric power cable with stranded aluminium conductor, 1100 V grade, 35 sq mm, 3.5-core, complete all as specified and directed by the Engineer-in-Charge. Note: Excavation and earthwork shall be measured and paid separately under the respective items of this Schedule. |
| 137 | M&L for cable protection using Sub-Class B bricks laid flat across the cable, complete all as specified and directed by the Engineer-in-Charge. |
| 138 | M&L for boring under roads for crossing of underground cables, complete all as specified and directed by the Engineer-in-Charge. |
| 139 | S&F light-grade GI pipe, 40 mm bore, laid in trenches, under roads or fixed on walls/poles for cable protection, complete all as specified and directed by the Engineer-in-Charge. |
| 140 | Supply and fix IS 1239-marked, medium-grade GI water tubing, including all necessary pipe fittings, laid in trenches, on walls, under floors or under roads, 25 mm bore, complete all as specified and directed by the Engineer-in-Charge. Note: Excavation and earthwork shall be measured and paid separately. Please Enable Macros to View BoQ information |
| 141 | Supply and fix IS 1239-marked, medium-grade GI water tubing, including all necessary pipe fittings, laid in trenches, on walls, under floors or under roads, 25 mm bore, complete all as specified and directed by the Engineer-in-Charge. Note: Excavation and earthwork shall be measured and paid separately. 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 · 8 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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