Tender For Addition/Alteration To Mi Room At Afs Under Ge (Af) Jorhat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Nov 2026
19 days left
EMD
87320
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jorhat → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Addition/Alteration To Mi Room At Afs Under Ge (Af) Jorhat
BOQ
| Sl. No. | Item Description |
| 1 | Taking down chowkats or frames with shutters (without taking off the shutters from the frame), area not exceeding 1.50 Sqm each, stacking serviceable materials within 50 m lead and disposal of unserviceable rubbish outside the premises, complete all as specified and as directed. |
| 2 | All as per Serial item No. 1 here-in-before but area exc.1.50 Sqm but not exc. 4.00sqm each. |
| 3 | Providing and fixing well-seasoned 2nd class hardwood plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, with rounded or chamfered edges, put together with glue and pinned at joints, fixed to openings with necessary holdfasts / screws, complete all as specified and as directed. |
| 4 | Providing and fixing 35 mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, wire gauge, etc., divided into squares with plain, chamfered, or rounded mitred edges, without sash bars, with any number of divisions, fitted with cut and mitred beads for securing glass, etc. (sizes of members of shutters as specified in SSR Part-I, Section-8, Clause 8.24(a)), fitted to wooden chowkhats, complete all as specified and as directed. |
| 5 | Providing and fixing 30 mm thick 2nd class hardwood plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged) or of veneered particle board / medium density wood particle board with commercial face veneers, fitted to chowkats, complete all as specified and as directed. |
| 6 | Supply and fix PVC solid door frame of size 50mm x 47mm made out of 5.0mm thick plain colour PVC sheet, reinforced with mild steel square tube, complete with all necessary fittings, fixed to openings as per manufacturer’s instructions and as directed. |
| 7 | Providing and fixing 30 mm thick factory made solid panel PVC door shutter consisting of frame made out of M.S. tubes for top, bottom, and lock rails and stiles; covered with heat moulded plain colour PVC 'C' channel having PVC sheet strip struck inside with solvent cement; plain colour PVC sheets for top, lock, and bottom rails on either side with gap inserts; paneling of plain colour PVC sheet fitted in M.S. frame, sealed to stiles and rails with PVC sheet beading and joined with solvent cement; complete all as per manufacturer's specifications and as directed |
| 8 | Material and labour for painting two coats of synthetic enamel paint over one coat of pink primer on new wood surfaces of any description (over 10cm width or girth), including preparation of surface, complete all as specified and as directed |
| 9 | Supplying and fixing stainless steel wire cloth of 0.36mm nominal diameter of wire and average width of aperture 1.40mm, fixed with stainless steel wire staples, including all cutting and wastage, complete all as specified and as directed. |
| 10 | Supplying and fixing mild steel work in flats, bands, straps, holdfasts, plain angle cleats, wall ties, and similar small articles conforming to grade Fe 410-0 or Fe 310-0, including cutting, welding, drilling, and fixing complete all as specified and as directed. |
| 11 | Supplying and fixing 100mm cold rolled mild steel butt hinges (medium weight), complete with necessary sainless screws, all as specified and as directed. |
| 12 | Supplying and fixing 100mm stainless steel butt hinges (Grade SS 304, medium weight), complete with necessary stainless steel matching screws, all as specified and as directed. |
| 13 | Supplying and fixing 150mm long aluminium anodised barrel tower bolts of extruded section, complete with necessary screws, all as specified and as directed. |
| 14 | Supplying and fixing 150mm extruded aluminium alloy handle (D- type with base plate), anodised, complete with necessary screws, all as specified and as directed. |
| 15 | Supplying and fixing 300mm long aluminium alloy anodised sliding door bolt with hasp, staple, and fixing clips (of sheet, cast, or extruded section), complete with necessary screws and bolts, all as specified and as directed |
| 16 | Supplying and fixing powder coated aluminium alloy frame for doors, windows, and ventilators of approved make and design, with one or more rebates, fabricated from extruded aluminium sections having minimum wall thickness of 1.20 mm, finished with electrostatic powder coating of minimum 50 micron thickness of approved shade over chemical pretreatment; including SS joining cleats, screws, rubber gaskets, and necessary fixing accessories, complete all as specified and as directed. |
| 17 | Supplying and fixing powder coated aluminium alloy door shutters of approved make and design, fabricated from extruded aluminium sections having a minimum profile weight of 1.20 kg/m and minimum wall thickness of 1.20 mm; finished with electrostatic powder coating of minimum 50 micron thickness of approved shade over chemical pretreatment; complete with necessary joining cleats, glazing/panel clips, EPDM/neoprene rubber gaskets, heavy-duty aluminium handles (2 nos. per door), anodised aluminium hinges (150 mm size, 3 nos. per door), snap-in beading, and stainless steel screws, all as specified and as directed. |
| 18 | Supplying and fixing powder-coated aluminium three-track sliding window of approved make and design, comprising outer frame of size 100mm x 35mm with minimum wall thickness of 1.20mm and shutter sections of size 39.40mm x 17.70mm with minimum wall thickness of 1.20mm; configured with two glass shutters and one stainless steel wire mesh shutter; finished with electrostatic powder coating of minimum 50 micron thickness over chemical pretreatment; complete with 5mm thick plain float glass, stainless steel wire cloth (Grade SS 304 of 0.36mm nominal wire diameter with 1.40mm aperture), EPDM/neoprene rubber gaskets, snap-in aluminium beading, stainless steel fixing screws, locking arrangements (crescent locks/handles), and making good jambs/walls with cement mortar and painting to match, all as specified and as directed. |
| 19 | Supplying and fixing aluminium decorative safety grill ('DECO' grill) of approved standard section, Type 'A' diagonal pattern with 'U' rail framing, fabricated from extruded aluminium alloy; including necessary jointing cleats, screws, and securely fixing to window/ventilator frames or masonry openings; ensuring a minimum finished weight of grill not less than 2.00 kg per square metre, finished with electrostatic powder coating of minimum 50 micron thickness of approved shade over chemical pretreatment, complete all as specified and as directed. |
| 20 | Supplying and fixing 4mm thick clear float glass in panes of size not exceeding 0.50 square metre each, fixed with wooden beading/approved glazing putty and rubber setting blocks in rebates, including all cutting and wastage, complete all as specified and as directed. |
| 21 | Providing and fixing 9mm thick prelaminated particle board (interior grade, conforming to IS: 12823), prelaminated on both sides with decorative melamine lamination of approved shade and texture, fixed with necessary screws, adhesive, and supporting framing where required, complete all as specified and as directed. |
| 22 | Supplying and fixing 300mm long mild steel ordinary rat-tail pattern door spring, complete with roller, roller plate, mounting brackets, and necessary fixing screws, finished with anti-rust primer/paint, all as specified and as directed. |
| 23 | Supplying and fixing hydraulically regulated door closer with high-grade aluminium alloy body (heavy-duty, Designation No. 3 / Power Size EN 3 or EN 4), universal non-handed type, suitable for door shutters weighing between 61 kg to 80 kg; featuring dual valve control for latching and closing speeds; complete with matching arm assembly, fixing brackets, and screws, all as specified and as directed. |
| 24 | Supplying and fixing floor door stopper conforming to IS 1823, overall size 140 mm, fabricated from extruded/cast aluminium alloy body and tongue, anodised to minimum 15-micron coating (Grade AC 15 of IS 1868), fitted with hard-drawn steel spring and rubber buffer pad, fixed to floor with cadmium plated / stainless steel countersunk screws and suitable heavy-duty PVC/metallic dash fasteners/rawl plugs, complete all as specified and as directed. |
| 25 | Supplying and fixing 20 mm nominal outer diameter mild steel tubular curtain rail / rod (minimum wall thickness 1.2 mm), electroplated chromium finish conforming to Service Condition 2 of IS 1068, complete with matching chromium plated mild steel/brass fixing brackets, end stops/finials, sliding rings/runners (at 10 Nos. per running metre), and fixed to walls/lintels with matching chromium plated/stainless steel counter-sunk screws and heavy-duty PVC/nylon rawl plugs, complete all as specified and as directed. |
| 26 | Demolishing brick work in cement mortar of any mix/description, including walls of any thickness, attached/isolated piers, pillars, arches, quoins, and projections, at any level/height, sorting, cleaning and neatly stacking serviceable materials at designated location within 50 metres lead, and removing/disposing of unserviceable rubbish, debris, and unserviceable mortar beyond 50 metres lead and out of Defence/Station limits to municipal/authorised dumping ground, including necessary staging, scaffolding, props, temporary shoring, and safety precautions, complete all as specified and as directed. |
| 27 | Material and labour for Brick work with sub-class 'B' traditional first-class burnt clay bricks (approved quality) straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:6) (one cement : six coarse sand), including scaffolding, raking out joints for plastering/pointing, curing, complete all as specified and as directed. |
| 28 | Material and labour for brick work with sub-class 'B' traditional first-class burnt clay bricks in half-brick thick walls, straight or curved on plan to any radius, built in cement mortar (1:4) (one cement : four coarse sand), including embedding reinforcement where specified, raking out joints, curing, complete all as specified and as directed. Note: The cost of reinforcement steel (such as MS hoop iron/reinforcement bands embedded in half-brick masonry) shall be deemed inclusive of the quoted unit rate and no separate payment shall be admissible on this account. |
| 29 | Material and labour for plain cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate in foundations, beddings, filling, and mass concrete, including mixing, placing, compacting, and curing, complete all as specified and as directed. |
| 30 | Taking down and hacking off existing cement plaster of any description from brick walls or concrete surfaces, including raking out joints, cleaning and scrubbing down surfaces with water, stacking serviceable materials within 50 metres lead, and removing all debris/rubbish from the site to an approved dumping area outside station limits, complete all as specified and as directed. |
| 31 | Material and labour for 15mm thick cement plaster in cement mortar (1:6) (one cement : six coarse sand) on rough/other than fair faces of brickwork or concrete surfaces, finished even and smooth without using extra neat cement, including scaffolding, raking out joints, thorough cleaning, and proper curing, complete all as specified and as directed. |
| 32 | Material and labour for plastering or rendering 15 mm thick in cement and sand mortar 1:4 (1 cement : 4 coarse sand) in one coat on fair faces of brick work or concrete surfaces at any level/height, integral water proofing compound mixed with mortar as per manufacturer's instructions, surface finished fair and even without using neat/extra cement, including preparation of surfaces by raking out joints or hacking/keying concrete surfaces, staging, scaffolding, and curing, complete all as specified and as directed.Note: Supply of Integral Water Proofing Compound shall be measured and paid separately under relevant Item of BoQ. |
| 33 | Material and labour for white washing three coats on new or unplastered/fair plastered surfaces of walls and ceilings at any level/height, prepared with fat lime conforming to Class C of IS 712, slaked at site, strained through fine wire cloth, mixed with approved quality adhesive/glue/gum and necessary quantity of ultramarine blue tint, including preparation of surfaces by brushing, rubbing down, removing mortar splashes/efflorescence, scaffolding, staging, and protecting adjacent surfaces/floors from splashes, complete all as specified and as directed. |
| 34 | Material and labour for preparation of new or unpainted plastered surfaces of walls and ceilings at any level/height, applying one coat of water-thinnable wall primer (conforming to IS 109) and two coats of 100% acrylic washable distemper (conforming to IS 427) of approved shade, and colour, including thorough brushing, sandpapering, filling unevenness, pinholes, and cracks with approved interior polymer/white cement-based wall putty, scaffolding, staging, and protecting floors and adjacent fittings from splashes, complete all as specified and as directed. |
| 35 | Material and labour for preparation of new or unpainted plastered/concrete surfaces of walls at any level/height, and applying two coats of cement-based paint conforming to IS 5410 of approved brand, manufacture, and tint, including thoroughly cleaning, brushing down, pre-wetting the surface before application, curing with clean water between and after coats, scaffolding, staging, and protecting adjacent surfaces from splashes, complete all as specified and as directed. |
| 36 | Material and labour for preparation of new or unpainted plastered/concrete surfaces of walls at any level/height, applying one coat of water-thinnable alkali-resistant exterior wall primer (conforming to IS 109) and two coats of 100% acrylic exterior anti-fungal emulsion paint (conforming to IS 15489) in CAMOUFLAGE PATTERN of approved make, using disruptive pattern/bands in approved tactical camouflage shades and colours (in 3 to 4 shades as per GE's approved pattern/drawing), executed strictly through paint manufacturer's authorized applicator or under direct technical supervision of the manufacturer's technical representative (with submission of supervisory certificate), including laying out and chalking/marking patterns, cutting edges clean and sharp, thorough brushing, sandpapering, filling unevenness, pinholes, and cracks with approved exterior polymer/white-cement based wall putty, scaffolding, staging, and protecting adjacent surfaces, glazing, and fittings, complete all as specified and as directed. |
| 37 | Taking up, down, or dismantling mild steel/galvanised steel (GI) tubing/pipe, 20 mm nominal bore, whether laid underground, exposed on walls/floors, or concealed in chases, including all connected fittings (such as elbows, tees, unions, sockets, plugs), pipe clips/brackets, and supports, carefully removing and uncoupling without damaging the tubing, sorting, cleaning, and neatly stacking serviceable tubing and fittings at designated store yard/location within 50 metres lead, and removing unserviceable rubbish/debris outside the work area beyond 50 metres lead, including making good minor damages to existing walls/floors, scaffolding, and staging, complete all as specified and as directed. |
| 38 | Supplying and fixing galvanized mild steel tubing, 20 mm nominal bore, 'Medium Grade' (conforming to IS 1239 Part-1), complete with all necessary galvanized malleable cast iron fittings (conforming to IS 1879) such as elbows, tees, bends, sockets, unions, and plugs, jointed with approved thread sealant/PTFE Teflon tape or white lead and spun yarn, fixed exposed to walls, ceilings, and soffits with galvanized mild steel brackets/clamps and wooden/PVC rawl plugs at approved spacings, or laid in floors/chases including cutting chases in walls/floors, wrapping with bitumen-impregnated burlap/anti-corrosive tape where laid underground or in floors, and making good damaged surfaces in cement mortar 1:4 to match adjacent work, including hydrostatic testing to specified test pressure, scaffolding, staging, at any level/height, complete all as specified and as directed. |
| 39 | Re-fixing only of old/salvaged mild steel or galvanized steel water tubing, 20 mm nominal bore (any grade), exposed on walls, ceilings, and soffits or laid in floors/chases, including wire-brushing, descaling/cleaning internal deposits, cutting to required lengths, re-running/cutting threads, jointing with existing or new fittings using approved jointing material (PTFE Teflon tape or white lead and spun yarn), providing and fixing new galvanized mild steel clamps/brackets with wooden/PVC plugs at approved intervals, or embedding in floors/chases including cutting chases and making good in cement mortar 1:4 to match adjacent finish, testing under hydrostatic test pressure, staging, scaffolding, at any level/height, complete all as specified and as directed. Notes:(i) Serviceable pipes shall be obtained from dismantling/taking down executed under BoQ Item No. 37.(ii) Any new GI fittings and Jointing materials, new pipe clamps, screws, rawl plugs, and making good materials are deemed included in this item rate. |
| 40 | Taking up, down, or dismantling mild steel/galvanised steel (GI) tubing/pipe, 15 mm nominal bore, whether laid underground, exposed on walls/floors, or concealed in chases, including all connected fittings (such as elbows, tees, unions, sockets, plugs), pipe clips/brackets, and supports, carefully removing and uncoupling without damaging the tubing, sorting, cleaning, and neatly stacking serviceable tubing and fittings at designated store yard/location within 50 metres lead, and removing unserviceable rubbish/debris outside the work area beyond 50 metres lead, including making good minor damages to existing walls/floors, scaffolding, and staging, complete all as specified and as directed. |
| 41 | Supplying and fixing galvanized mild steel tubing, 15 mm nominal bore, 'Medium Grade' (conforming to IS 1239 Part-1), complete with all necessary galvanized malleable cast iron fittings (conforming to IS 1879) such as elbows, tees, bends, sockets, unions, and plugs, jointed with approved thread sealant/PTFE Teflon tape or white lead and spun yarn, fixed exposed to walls, ceilings, and soffits with galvanized mild steel brackets/clamps and wooden/PVC rawl plugs at approved spacings, or laid in floors/chases including cutting chases in walls/floors, wrapping with bitumen-impregnated burlap/anti-corrosive tape where laid underground or in floors, and making good damaged surfaces in cement mortar 1:4 to match adjacent work, including hydrostatic testing to specified test pressure, scaffolding, staging, at any level/height, complete all as specified and as directed. |
| 42 | Re-fixing only of old/salvaged mild steel or galvanized steel water tubing, 20 mm nominal bore (any grade), exposed on walls, ceilings, and soffits or laid in floors/chases, including wire-brushing, descaling/cleaning internal deposits, cutting to required lengths, re-running/cutting threads, jointing with existing or new fittings using approved jointing material (PTFE Teflon tape or white lead and spun yarn), providing and fixing new galvanized mild steel clamps/brackets with wooden/PVC plugs at approved intervals, or embedding in floors/chases including cutting chases and making good in cement mortar 1:4 to match adjacent finish, testing under hydrostatic test pressure, staging, scaffolding, at any level/height, complete all as specified and as directed. Notes:(i) Serviceable pipes shall be obtained from dismantling/taking down executed under BoQ Item No. 40.(ii) Any new GI fittings and Jointing materials, new pipe clamps, screws, rawl plugs, and making good materials are deemed included in this item rate. |
| 43 | Taking down or dismantling eaves gutters and rainwater downpipes of any description, material (cast iron, asbestos cement, PVC/uPVC, or mild steel/GI sheet), size, or pattern, fixed to walls, fascias, or eaves at any level/height, including all connected fittings and accessories (such as gutter brackets, hopper/rainwater heads, shoes, bends, swan-necks, junctions, and pipe holder-bats/clamps), carefully unfixing and taking down without damage, sorting, cleaning, and neatly stacking serviceable materials at designated location or MES store within 50 metres lead, and removing unserviceable rubbish/debris beyond 50 metres lead, including necessary staging, scaffolding, and safety precautions (measured overall along the centreline of gutters and pipes over fittings and accessories), complete all as specified and as directed. |
| 44 | Supplying and fixing un-plasticized polyvinyl chloride (uPVC) Soil, Waste, and Rainwater (SWR) pipes, 110 mm nominal outer diameter, Type B (conforming to IS 13592), single-socketed, jointed with grooved socket fitted with elastomeric rubber sealing ring conforming to IS 5382 and approved lubricant, laid in trenches on prepared bed or laid in floors/chases, including necessary fittings (couplings/sockets), cutting to required lengths, cutting chases in masonry/floors and making good in cement mortar 1:4 to match adjacent work, testing lines to required hydraulic test/water head, at any level/height, complete all as specified and as directed.Note: Excavation and backfilling in trenches, and specialized fittings such as bends, junctions, door tees, and traps shall be measured and paid separately under relevant items of BoQ |
| 45 | Supplying and fixing un-plasticized polyvinyl chloride (uPVC) Soil, Waste, and Rainwater (SWR) bend with access/inspection door, 110 mm nominal outer diameter (any degree/radius, 87.5 or 45), conforming to IS 14735, jointed with grooved socket fitted with elastomeric rubber sealing ring conforming to IS 5382 or solvent welded to IS 13592 pipes, fitted with threaded PVC inspection cap/door and airtight rubber/neoprene washer/gasket, fixed exposed to walls with approved uPVC/mild steel pipe clamp/bracket or embedded in masonry/floors including cutting chases and making good in cement mortar 1:4 to match adjacent work, testing lines, scaffolding, staging, at any level/height, complete all as specified and as directed. |
| 46 | Supplying and fixing as in repairs, un-plasticized polyvinyl chloride (uPVC) Soil, Waste, and Rainwater (SWR) equal tee (plain or with access/inspection door), 110 mm nominal outer diameter (any sweep/radius, 87.5 or 45 ), conforming to IS 14735, jointed with elastomeric rubber sealing rings conforming to IS 5382 and/or solvent cement welded, including carefully cutting out and removing the defective/damaged tee from existing pipe run, dressing pipe ends, inserting new fitting with necessary uPVC repair/sliding collar/coupler as required, providing new pipe clamps/brackets, cutting chases and making good damaged surfaces in cement mortar 1:4 to match adjacent work, sorting and removing unserviceable debris beyond 50 metres lead, hydraulic testing of the repaired joint, scaffolding, staging, at any level/height, complete all as specified and as directed. |
| 47 | Supplying and fixing as in repairs, heavy-duty un-plasticized polyvinyl chloride (uPVC) semi-circular/half-round eaves gutter, 300 mm nominal size/diameter (minimum wall thickness 3.2 mm), UV-stabilized, including drop end/running outlet, stop ends, and joint clips/couplings with elastomeric rubber seals or approved sealant, fixed with mild steel flat iron brackets (minimum size 40 mm x 6 mm) bent to shape, drilled and fixed to timber/steel purlins, fascia boards, or eaves beams with galvanized bolts, nuts, and washers or heavy-duty wood screws at approved spacings (not exceeding 1.0 m centre-to-centre), brackets painted with two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, including carefully cutting out and dismantling defective/damaged gutters and broken brackets from existing run, dressing existing gutter ends, jointing to existing line to ensure true slope/fall toward downpipe, sorting and disposing of unserviceable debris beyond 50 metres lead, staging, scaffolding, safety belts/precautions, at any level/height, complete all as specified and as directed. |
| 48 | Demolishing reinforced cement concrete (RCC) of any mix/grade, in suspended structures such as roofs, roof slabs, floors (other than ground floors), beams, cantilevers, staircases, waist slabs, landings, steps, chajjas, fascias, balconies, lintels, and similar suspended work, at any level/height, by pneumatic breakers, mechanical tools, or manual chiseling, including cutting, bending, uncoupling, straightening, and cleaning steel reinforcement bars, sorting, cleaning, and neatly stacking serviceable materials and retrieved reinforcement steel at designated location or MES store within 50 metres lead, removing and disposing of unserviceable concrete rubbish and debris beyond 50 metres lead and out of Defence/Station limits to municipal/authorized dumping ground, including necessary staging, heavy-duty scaffolding, props, shores, temporary supporting structures to ensure safety of adjacent structures, and safety precautions, complete all as specified and as directed. |
| 49 | Material and labour for reinforced cement concrete nominal mix 1:2:4, Type B-0 (using 12.5 mm maximum nominal size aggregate), mixed in mechanical concrete mixer and compacted with mechanical needle/surface vibrators, cast in slabs supported on walls, beams, or columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves, and similar suspended structural work, at any level/height, finished fair and even on top surfaces, including forming necessary drips, throatings, chamfers, or rebates, curing with water for specified period, staging, and scaffolding, complete all as specified and as directed. |
| 50 | Formwork (centering and shuttering) using steel plates or approved waterproof shuttering plywood (conforming to IS 4990) with timber or steel framing, to soffits of suspended slabs such as roof slabs, floor slabs, landings, canopies, balconies, shelves, and similar suspended horizontal or sloping work, for slab thickness not exceeding 200 mm, leaving concrete surfaces flat and rough finished to provide a key for plaster/rendering, including necessary propping, centering, staging, strutting, bracing with adjustable steel props/acrow spans or timber ballies (for heights of propping up to 3.50 m above support level), coating with approved shutter-release agent, forming chamfers/rebates, careful striking, easing, and removal of forms, at any floor/level, complete all as specified and as directed. |
| 51 | Supplying, fabrication, and placing in position Thermo-Mechanically Treated (TMT) steel reinforcement bars, 10 mm diameter and over (conforming to IS 1786, Grade Fe 500D / Fe 550D) of approved primary/secondary manufacturer, cut to required lengths, bent to shape, cranking, hooking, bending spirally for hooping to columns/piles, placing in position at any level/height in foundation, substructure, or superstructure, and binding with annealed mild steel/galvanized binding wire not less than 0.90 mm diameter (20 gauge) or approved binding clips, including providing approved precast cement concrete or polymer cover blocks to maintain specified cover, chairs, stays, staging, and scaffolding, complete all as specified and as directed |
| 52 | All as per Serial item No. 51 here-in-before but of size 6mm to 8mm dia. |
| 53 | Materials and labour for reinforced cement concrete nominal mix 1:2:4, Type B-0 (using 12.5 mm maximum nominal size aggregate), mixed in mechanical concrete mixer and compacted with mechanical needle vibrators, cast-in-situ in copings, bands, on parapets, boundary walls, at any level/height, weathered or sloped on top surfaces, including forming necessary drips, throatings, chamfers, or grooves along underside projections, water curing for specified period, staging, and scaffolding, complete all as specified and as directed.Notes:(i) Formwork (centering and shuttering) shall be measured and paid separately under relevant item of BoQ.(ii) Steel reinforcement shall be measured and paid separately under relevant item of BoQ. |
| 54 | Formwork (centering and shuttering) using steel plates or approved waterproof shuttering plywood (conforming to IS 4990) with timber or steel framing, to sides and soffits of floor or roof beams, plinth beams, tie beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves, overhangs, and splays between beams and slabs, for propping/staging height not exceeding 3.50 m above supporting floor/ground level, leaving concrete surfaces flat and rough-finished to provide a key for plaster/rendering, including necessary propping, centering, strutting, cross-bracing with adjustable steel props, ties/clamps to prevent spreading of beam sides, application of approved chemical shutter-release agent, forming necessary chamfers, fillets, or rebates, careful easing, striking, and removal of forms, at any floor/level, complete all as specified and as directed.Note: Height of staging/propping exceeding 3.50 m, if any, shall be measured and paid separately under relevant item of BoQ. |
| 55 | Demolishing plain/unreinforced cement concrete (PCC) or lime concrete of any mix/description, thickness, or proportion, in any position such as in foundations, beds, ground floor sub-bases, pavements, aprons, ramps, copings, kerbs, steps, and mass concrete walls, at any depth/level/height, by mechanical breakers or manual chiseling, including sorting, cleaning, and neatly stacking serviceable materials/aggregates at designated location or MES store within 50 metres lead, and removing/disposing of unserviceable concrete rubbish and debris beyond 50 metres lead and out of AF Station limits to municipal/authorized dumping ground, including necessary staging, scaffolding, temporary shoring, and safety precautions, complete all as specified and as directed. |
| 56 | Materials and labour for plain cement concrete 50 mm thick, nominal mix 1:3:6, Type C-1 (using 20 mm maximum nominal size aggregate), mixed in mechanical concrete mixer and well compacted, laid in plinth protection, laid to required slopes and falls, surface finished even and smooth using wooden float/trowel without using neat/extra cement, including preparation and watering/ramming of sub grade/bed, necessary side formwork/timber edge battens, forming grooves/construction joints at specified intervals (filled with bitumen mastic/ grade 'A' sealing compound), water curing for specified period, staging, and scaffolding, at any level/height, complete all as specified and as directed. |
| 57 | Materials and labour for plain cement concrete 75 mm thick, nominal mix 1:3:6, Type C-2 (using 40 mm maximum nominal size aggregate), mixed in mechanical concrete mixer and well compacted with plate/screed vibrators, laid in alternate bays/panels in floors, pavings, ramps, paths, aprons, or walkways, laid to required slopes, falls, and camber, finished to a non-skid texture by uniform transverse brooming, including necessary side formwork/shuttering and bulkhead boards, bed preparation by watering and ramming sub grade/soling, forming construction, contraction, and expansion joints (grooving and sealing with bitumen compound/filler), water curing for specified period, staging, and scaffolding, at any level/height, complete all as specified and as directed. |
| 58 | Materials and labour for precast coloured chequered cement concrete flooring tiles, size 300 mm x 300 mm x 22 mm thick, conforming to IS 13801, with minimum 6 mm thick wearing layer composed of cement, fine aggregate, and approved mineral pigment of required shade/pattern, laid in floors, pavings, ramps, corridors, or walkways, at any level/height, bedded on 20 mm thick screed/bed of cement and sand mortar 1:4 over and including neat grey/white cement slurry @ not less than 4.40 kg per square metre, joints set thin and flush-pointed with neat cement paste mixed with matching colour pigment, including necessary cutting/dressing of tiles at edges and junctions, joint raking, water curing for specified period, cleaning with dilute oxalic acid/clean water, staging, and scaffolding, complete all as specified and as directed. |
| 59 | Dismantling or taking up tile work of any description (such as glazed ceramic, vitrified, terrazzo, chequered, or cement tiles) in floors, pavings, hearths, skirtings, dados, or wall linings, at any level/height, including underlying cement mortar screed/bedding (average thickness not exceeding 25 mm) down to parent concrete/masonry surface without damaging the structural base, sorting, cleaning, and neatly stacking serviceable tiles at designated location or MES store within 50 metres lead, removing and disposing of unserviceable broken tiles, mortar rubbish, and debris beyond 50 metres lead and out of AF Station limits to municipal/authorized dumping ground, including sweeping and cleaning exposed backing surfaces, staging, scaffolding, and safety precautions, complete all as specified and as directed. |
| 60 | Materials and labour for Glazed ceramic coloured/printed wall tiles, First Quality, size 450 mm x 350 mm x 7 mm thick, conforming to IS 15622 (Group BIII), of approved shade, colour, and pattern, fixed on vertical surfaces such as in walls, dados, skirtings, fascias, and sides of pillars/jambs, at any level/height, over and including 10 mm thick bedding of cement and sand mortar 1:3 and neat grey/white cement slurry @ not less than 3.30 kg per square metre, joints set thin and uniform, pointed flush with approved polymer-modified tile grout, including hacking/raking joints of masonry or concrete surfaces to form a key, cutting tiles around pipe openings, switch boxes, and sanitary fittings, rounding or mitring/chamfering edges at external corners, water curing for specified period, washing and cleaning surfaces with dilute acid/water, staging, and scaffolding, complete all as specified and as directed. |
| 61 | Materials and labour for Non-skid/matte-finish ceramic coloured/printed floor tiles, First Quality, 7 mm to 8 mm thick (square or rectangular), area of each tile exceeding 0.06 sq.m but not exceeding 0.11 sq.m, conforming to IS 15622 (Group BIIa), of approved make, colour, shade, and pattern, laid in floors, pavings, ramps, verandahs, corridors, bathrooms, and water closets, at any level/height, laid to required slopes and falls toward floor traps/drains, over and including 20 mm thick screed bed of cement and sand mortar 1:4 and neat grey cement slurry @ not less than 3.30 kg per square metre, joints set thin and uniform, pointed flush with white cement slurry/paste mixed with approved polymer-modified tile grout, including necessary surface preparation/hacking, cutting and dressing tiles around waste pipes, gully traps, floor traps, and door frames, joint raking, water curing for specified period, washing and cleaning surfaces with dilute acid/water, complete all as specified and as directed. |
| 62 | Materials and labour for Non-skid/matte-finish ceramic coloured/printed floor tiles, First Quality, 7 mm, square or rectangular, area of each tile exceeding 0.18 sq.m but not exceeding 0.38 sq.m, conforming to IS 15622 (Group BIIa), of approved make, shade, colour, and pattern, laid in floors, pavings, ramps, verandahs, corridors, bathrooms, or kitchens, at any level/height, laid to required slopes and falls toward floor drains/traps, over and including 20 mm thick screed bed of cement and sand mortar 1:4 and neat grey cement slurry @ not less than 3.30 kg per square metre, joints set thin and uniform, pointed flush with white cement slurry/paste mixed with approved matching colour pigment or approved polymer-modified tile grout, including surface preparation/hacking of concrete subgrade, cutting and dressing tiles around waste pipes, gully traps, floor traps, and door frames, joint raking, water curing for specified period, washing and cleaning surfaces with dilute acid/water, complete all as specified and as directed. |
| 63 | Materials and labour for vitrified floor tiles, polished/glazed/matte finish, First Quality, 10 mm thick (square or rectangular), area of each tile not exceeding 0.36 sq.m, conforming to IS 15622 (Group BIa, water absorption not exceeding 0.08%), of approved make, shade, colour, and pattern, laid in floors, pavings, ramps, corridors, or treads, at any level/height, laid to required slopes and falls toward floor drains/traps, over and including 20 mm thick screed bed of cement and sand mortar 1:4 and neat grey cement slurry @ not less than 3.30 kg per square metre, joints set thin and uniform, pointed flush with white cement slurry/paste mixed with approved matching colour pigment or approved polymer-modified tile grout, including necessary surface preparation/hacking of concrete sub grade, cutting and dressing tiles around waste pipes, gully traps, floor traps, and door frames, joint raking, water curing for specified period, washing and cleaning surfaces with dilute acid/water, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 64 | Materials and labour for vitrified floor tiles, polished/glazed/matte finish, First Quality, 10 mm thick (square or rectangular), area of each tile not exceeding 0.36 sq.m, conforming to IS 15622 (Group BIa, water absorption not exceeding 0.08%), of approved make, shade, colour, and pattern, laid in floors, pavings, ramps, corridors, or treads, at any level/height, laid to required slopes and falls toward floor drains/traps, over and including 20 mm thick screed bed of cement and sand mortar 1:4 and neat grey cement slurry @ not less than 3.30 kg per square metre, joints set thin and uniform, pointed flush with white cement slurry/paste mixed with approved matching colour pigment or approved polymer-modified tile grout, including necessary surface preparation/hacking of concrete sub grade, cutting and dressing tiles around waste pipes, gully traps, floor traps, and door frames, joint raking, water curing for specified period, washing and cleaning surfaces with dilute acid/water, complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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