Tender For Maintenance Of Roof, Tile, Plumbing, False Ceiling And Misc B&R Works For Ors & Key Per Accn At Mil Stn Nahan Under Ge Chandigarh
Tender Value
40 Lakhs
Estimated cost
Bid Submission
20 Oct 2026
19 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Of Roof, Tile, Plumbing, False Ceiling And Misc B&R Works For Ors & Key Per Accn At Mil Stn Nahan Under Ge Chandigarh
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas,facia and similar suspended work including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 4 | Dismantling timber scantlings as in fillets, rails, posts, rafters, purlins etc under 40 Sq cm in section from any situation complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 5 | Dismantling wrought iron or mild steel work of any description and in any position not otherwise provided for, Complete all as specified and as directed |
| 6 | Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets from any position complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer in Charge. |
| 7 | Dismantling existing waterproofing treatment on roofs hessian cloth base, mambrane or any type including including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 8 | Dismantling existing Brick tiles or terracing tiles, single layer on roofs including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 9 | Demolition of Mud phuska in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof) in any position including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 10 | Disconnecting existing tanks of capacity exc 250 ltr but not exc 500 ltr , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 11 | Disconnecting existing tanks of capacity exc 500 ltr but not exc 1000 ltr , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 12 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc(exc 250 & nexc 500 ltr), Complete all as specified and as directed |
| 13 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc(exc 500 & nexc 1000 ltr), Complete all as specified and as directed |
| 14 | Taking down Cement plaster or cement lime plaster from wall or ceiling including raking out joints, hacking for key, scrubbing down with water and dispose off debris outside the defence land complete all as specified and directed by Engineer-in-Charge. |
| 15 | Taking down chowkhats or frames with shutter n.exc 1.5 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 16 | Taking down chowkhats or frames with shutter exc 1.5 sqm but n.exc 4 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge. |
| 17 | Taking down shutters of any description exc 1 sqm each but not exc 2 sqm each complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 18 | Taking down and refxing of shutter in same opening of any description size n.exc 1 Sqmtr after easing and minor alterations complete all as specified and directed. |
| 19 | Taking down and refxing of shutter in same opening of any description size but exc 1 Sqmtr and n.exc 2 sqmtr after easing and minor alterations complete all as specified and directed. |
| 20 | Taking down aluminium shutter of any description not exc 1 sq. mtr and refixing the same after easing and minor alterations complete all as specified and directed by Engineer-in-Charge. |
| 21 | Taking down aluminium shutter of any description exc 1 sq. mtr but not exc 2 sq. mtr and refixing the same after easing and minor alterations complete all as specified and directed by Engineer-in-Charge. |
| 22 | Taking up or down old unserviceable corroded existing 15 mm bore steel water tubing & connections including all fittings and fixtures, laid in trenches or fixed along the walls, ceiling and floor including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 23 | Taking up or down old unserviceable corroded existing 20 mm bore steel water tubing & connections including all fittings and fixtures, laid in trenches or fixed along the walls, ceiling and floor including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 24 | Taking up or down old unserviceable corroded existing 50 mm bore steel water tubing & connections including all fittings and fixtures, laid in trenches or fixed along the walls, ceiling and floor including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 25 | Cutting chases in stone walls, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc 10 cm girth and complete all as specified and directed by Engineer-in-Charge. |
| 26 | Installation of rebar by using Hilti hammer drill with carbide drill bit,chemical dispensing gun for inserting RE-500V3 chemical upto minimum depth of (10 x dia of bar ) as in chajja,beam,lintel,column slab and parapet at any height before inserting an anchor bar.Hole must be free from dust debris,water,oil grease complete all as per manufacturers instructions.Note :- (i) Reinforcement shall be measured and paid separately.(ii) Rates are inclusive of form work and safety measures.(iii) Dia of bar 10/12 mm |
| 27 | Treatment of efflorescence to walls affected by capillary action and moisture ingress, including identification of affected areas, removal of loose salts by dry brushing/scraping, thorough surface cleaning, and washing with clean water or taking down completely old plaster or any type of treatment. Applying approved anti-efflorescence /water-repellent chemical treatment (silane/siloxane or equivalent) to block capillary pores and prevent further water migration through masonry.The work includes sealing of cracks, joints, and honeycombed areas with approved polymer-modified mortar or injection grout wherever required, surface neutralization, and drying prior to treatment. Treatment shall be applied by brush/roller/spray in multiple coats as per manufacturer’s specifications,ensuring effective penetration and complete coverage.The rate includes all materials, labour, tools, plant, scaffolding, surface preparation, protection of adjoining surfaces, curing/drying time, and completion of the work, complete as directed by the Engineer-in-Charge. |
| 28 | 50 mm thick guniting in patches over the required areas on **RCC/PCC columns, beams, stairs, lintels, retaining walls, sunshades, roofing slabs, including areas under chicken wire mesh, of all sizes and shapes, at all heights from existing ground floor and at all locations.Guniting shall be carried out using cement mortar 1:2 (1 cement : 2 sand) under pressure of 2.0 to 2.8 kg/cm², after removing damaged and loose/spalled concrete by chipping, cleaning the surface and removing dust.The work includes application of one coat of rust converter (KP-100 or equivalent) over exposed reinforcement wherever necessary, providing and tying in position 25 mm × 25 mm × 12-gauge dia MS welded wire mesh or smaller size, fixed over the treated surface ready to receive guniting/grout.The item includes proper curing for 10 days, removal of loose concrete, surface preparation, and finishing. It also includes 5 mm to 10 mm thick plastering in CM 1:4 to match existing surfaces, finished even and smooth, including curing for 10 days.Further including two coats of cement-based paint over one coat of primer, complete.The rate includes all labour charges, hire of tools and plant, machinery, cost of consumables, scaffolding, protective equipment, plant floors, pipelines, vessels, etc., required to carry out guniting works in plant areas, **removal of debris outside MOD land, disposal in low-lying areas, and leveling as directed, up to 2nd floor height, complete as specified and directed by the **Engineer-in-Charge. |
| 29 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge. |
| 30 | Plain cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts, coping, bed plates, cills, benching etc, including weathering, slightly rounded or chamfered angles and troating, including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 31 | Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 32 | 25 mm thick Cement concrete (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregate as in sub base of floor and pavings etc. complete all as specified and directed by Engineer-in-Charge. |
| 33 | Plain cement concrete (1:5:10), using 40mm graded stone aggregates, using Liquid water proofing compound @ 200ml per 50 kg weight of cement as in padding concrete to sunken floor, Coving/ gola to junbction of the floor and vertical walls including chamfering on edges, complete all as specified and directed.Note:- waterproofing compound shall be measured and paid separately. |
| 34 | Reinforced Cement Concrete nominal mix 1:2:4 type B-0 using 12.5 mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 35 | Rendering 5 mm thick in cement mortar 1:3 as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge. |
| 36 | Providing and fixing Galvanized iron (GI) chicken wire mesh (hexagonal wire netting) of approved brand and quality, 24 gauge (0.56mm) wire diameter, max 20mm x 20mm aperture, over cracks in masonry or at junctions of concrete and brick work components (columns/ beams meeting walls) prior to plastering. Mesh stretched tight and securely fixed spanning minimum 150mm or either side of joint (total 300mm width) with GI nails/ staples and washers at intervals not exceeding 300mm C/C complete including material, labour, scaffolding and surface preparation as per standard engineering practice. |
| 37 | Rendering 15 mm thick in cement mortar 1:4, on other than fair faces of brickwork or concrete surfaces in patches exceeding 3 sqmtr each upto 8mtr of height mixed with water proofing compound finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately. |
| 38 | Rendering 10 mm thick in cement mortar 1:6 on other than fair faces of brickwork or concrete surfaces finished even and fair without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply only liquid water proofing compound ISI Marked complete all as specified and directed. |
| 40 | Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m over cleaned and dry roof surface including parapet etc complete, all as specified and as directed by Engineer-in-Charge. |
| 41 | Water proofing treatment on roof/ sunken portion using APP polymeric ( on roof/sunken portion) water proofing membrane minimum 3 mm thick and weighting not less than 3.0 Kg/Sqm black finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet, torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealing all as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfaces etc. with water including flashings and junction of parapets etc complete all as specified and directed. |
| 42 | Water proofing treatment to sunken portion of WCs, bath room etc. By applying cement slurry mixed with Acrylic based polymer modified cementious composite compound coating of make as approved by GE:-(a) Roughening of surfaces of old concrete floor/slab by wire brushing, sweeping, cleaning and washing down to remove all loose dust etc, and brushing neat cement slurry @ 3.00 kg/Sqm on floor/roof surface(b) 15mm thick screed plaster on RCC slab in cement mortar 1:3 in and including using water proofing compound @ 3% by weight of cement and finishing the surface even and fair without using extra cement .(c) First layer of slurry of cement @ 0.488Kg/Sq.m. This followed layer will be allowed to air curing for 4 hrs.(d) Second layer of slurry of cement @0.242 Kg/Sq.m mixed with Acrylic based polymer modified cementious composite compound @ 0.126kg/sq.m. this layer will be allowed to air cure for 4 hrs followed with water curing 48 hrs. |
| 43 | Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc. (rough finished flat surfaces of concrete) complete all as specified and directed by Engineer-in-Charge. |
| 44 | Use and waste of Formwork to Flat surface of chullah hoods, chajjas,troughs and similar items including troughs and similar items including edges complete all as specified and directed. |
| 45 | Brick work with sub class 'B' bricks, class designation 75, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 46 | Preparation of plastered or unplastered new surfaces of ceilings and applying two coats of white wash including preparation of surface complete all as specified and directed by Engineer-in-Charge. |
| 47 | (a) Scrapping and sanding with mechanical wall sander (having mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of diameter of 7\\"/9\\" using a 80 grit sanding paper to make the surface free from dust, loose paint etc. by skilled labour complete all as directed.(b) Material and labour for two coats of wall care putty over the prepared wall surface @ 1kg per sqm by mixing the putty powder by adding water as per manufacturer instructions and mixing it in putty mixer with a capacity of mixing 40 kg putty in single go. The putty mixer should have variable speed functioning for preparation of smooth and lump free putty(c) Appliying one coat of waterproofing primer/ damp-proof primer @ 1 Itr per 50 sqft. diluted with 30 % by water to be applied using roller.(d) Allow 4-6 hrs to dry the surface for painting of subsequent coats.(e) Material and labour for applying two coats of interior premium acrylic emulsion paint on New wall plastered surface using roller and paint usage and certified by paint manufacturer and as mentioned in PS and accessories for applying acrylic emulsion should be able to hard-to-reach areas and penetration of acrylic emulsion on the surface at any height complete all as specified and directed. |
| 48 | (a) Complete removal of existing treatment by scrapping to prepare the surface even and smooth complete and sanding of the putty surface with mechanical wall sander (having mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of diameteer of 7\\"/9\\" using a 80 grit sanding paper to make the surface free from dust by skilled labour.(b) Material and labour for two coats cement base wall care putty over the prepared wall surface @ 1kg per sqm by mixing the putty powder by adding water as per manufacturer instructions and mixing it in putty mixer with a capacity of mixing 40 kg putty in single go. The putty mixer should have variable speed functioning for preparation of smooth and lump free putty(c) Appliying two coats of dump shealth primer @ 1 Itr per 50 sqft. diluted with 30 % by water to be applied using roller.(d) Allow 4-6 hrs to dry the surface for painting of subsequent coats.(e) Material and labour for applying two coats of weather proof exterior emulsion paint(Ist quality) Apex on new wall using roller and paint usage and certified by paint manufacturer and as mentioned in PS and accessories for applying acrylic emulsion should be able to hard-to-reach area and penetration of acrylic emulsion on the surface at any height complete all as specified and directed. |
| 49 | (a) Complete removal of existing treatment by scrapping and sanding with mechanical wall sander (having mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of diameter of 7\\"/9\\" using a 80 grit sanding paper to make the surface free from dust, loose paint etc. by skilled labour complete all as directed.(b) Material and labour for two coats cement base putty over the prepared wall surface @ 1kg per sqm by mixing the putty powder by adding water as per manufacturer instructions and mixing it in putty mixer with a capacity of mixing 40 kg putty in single go. The putty mixer should have variable speed functioning for preparation of smooth and lump free putty(c) Appliying one coat of waterproofing primer/ damp-proof primer @ 1 Itr per 50 sqft. diluted with 30 % by water to be applied using roller.(d) Allow 4-6 hrs to dry the surface for painting of subsequent coats.(e) Material and labour for applying two coats of weather guard exterior acrylic emulsion paint (Ist quality) on old wall plastered surface using roller and paint usage and certified by paint manufacturer and as mentioned in PS and accessories for applying acrylic emulsion should be able to hard-to-reach areas and penetration of acrylic emulsion on the surface at any height complete all as specified and directed. |
| 50 | (a) Scrapping and sanding with mechanical wall sander (having mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of diameter of 7\\"/9\\" using a 80 grit sanding paper to make the surface free from dust, loose paint etc. by skilled labour complete all as directed.(b) Material and labour for two coats wall care putty over the prepared wall surface @ 1kg per sqm by mixing the putty powder by adding water as per manufacturer instructions and mixing it in putty mixer with a capacity of mixing 40 kg putty in single go. The putty mixer should have variable speed functioning for preparation of smooth and lump free putty(c) Applying one coat of chalk whiting primer @ 1 Itr per 50 sqft. diluted with 30 % by water to be applied using roller.(d) Allow 4-6 hrs to dry the surface for painting of subsequent coats.(e) Material and labour for applying two coats of interior premium acrylic emulsion paint on New wall plastered surface using roller and paint usage and certified by paint manufacturer and as mentioned in PS and accessories for applying acrylic emulsion should be able to hard-to-reach areas and penetration of acrylic emulsion on the surface at any height complete all as specified and directed. |
| 51 | Note for item no 47 to 50 : The work for periodical services shall include the following and the rates quoted by the bidders shall include the same :-(a) Use of Scaffolding, trestles, ladders, cradles etc necessary for execution of work and protective measures.(b) Work in patches and in narrow / widths, bands, cornices, pilasters etc and cutting in edge of line where necessary.(c) Spreading and removing covering to doors, windows, floors, fittings etc to protect them from splashes.(d) Washing floors, cleaning glass, joinery , electric fittings , wirings etc. Drops and splashes of paint to be cleaned to the entire satisfaction of Engineer-in-Charge.(e) Sample patch of 10 Sqm shall be prepared considering all the items of periodical and shall be got approved from GE prior to carrying out further work. (f) Guarantee :- The contractor shall furnish a guarantee certificate from approved make in favour of Garrison Engineer for the efficieny of the exterior emulsion paint for 5 years and interior emulsion paint for 3 years during the guarantee period. |
| 52 | Material and labour for applying two coats of bitumen perimer for waterproofing over concrete surface @ 0.15 ltr per sqmtr, complete all as specified and directed. |
| 53 | Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 54 | Preparation of old painted wooden or wood based surface of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 55 | Preparation of new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 56 | Preparation of old painted steel & iron surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 57 | Chequered PCC factory made coloured tiles, ISI marked, 22 to 25 mm thick of size 400 mm x 400 mm, machine pressed and cut polished, Glossy finish on top and set jointed and pointed in neat cement slurry and fabricated using grey cement & pigments. over and including 15 mm thick cement mortar (1:4) bedding joints grouted flush in cement mortar (1:3) complete all as specified and directed by Engineer-in-Charge. |
| 58 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10kg of hardener and 0.20 kg of resin per kg in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 59 | Vitrified ceramic tiles ultra charged 8- 10 mm thick (Square/ rectangular) polished, area of each tiles exceeding 0.42 Sqm but not exceeding 1.00 Sqm, in floor etc set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and including 15mm thick screed bedding layer in CM (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 60 | Glazed Ceramic tiles conforming to IS 15622 of size 600x300mm and 8-9 mm thickness of approved make, shade and design, laid over a base rendering of average 15mm thick cement mortar 1:4. Tiles shall be fixed using high-preformance polmer-modified tile adhesive conforming to IS 15477 type 1 (or type 2 if using large-format/vitrified-body glazed tiles) applied uniformly using a notched trowel, ensuring complete back-battering to achieve maximum coverage and prevent hollow voids. tiles shall be laid with a uniform 3mm joint width maintained accurately using PVC spacers. Joints shall be thoroughly cleaned of any oozong adhesive, dust or contaminants, and filled flush with heavy- duty, stain-free, water-resistant three-component epoxy grout of matching shade. rate shall include all surface preparation (including hacking or cleaning of the base concrete) mixing, application, curing, strict cleaning of tile surfaces to completely remove epozy residue, tools, tackles, scaffolding, equipment, materials and labour complete all as specified and directed by Engineer-in-Charge. |
| 61 | First quality Endura tiles good grip series 600 x 600 x 12 mm thick coloured as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10kg of hardener and 0.20 kg of resin per kg in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 62 | 600 x 600 x 7 - 8 mm thick white in colour cool roof temperature shield tiles on terraces, roofs, pavements, and sloped/ vertical surfaces, set in neat cement slurry set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 over and including 15 mm thick screed bed in cement mortar (1:6) complete as specified and directed by the Engineer-in-Charge |
| 63 | Granite jet black shade, 20 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 15 mm thick (average thickness) cement mortar (1:4) screed and jointed with grey cement mixed with matching shade pigment including rounding of/moulding to edge (half round ) as in cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge. |
| 64 | Factory made Pressed steel frames, confirming to IS, having profile 125 x 60 mm, 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 65 | Factory made Pressed steel frames, confirming to IS, having profile 105 x 60 mm, 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 66 | 35 mm thick factory made Plain framed, panelled shutter (two panel) with lock rail and panel of 12 mm B W R ply with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge. |
| 67 | 35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge. |
| 68 | Solid PVC coloured textured door frames of size 50mm x 47 mm made out of 5mm wood grain printed PVC sheet reinforced with MS square tube, and edges will be painted to match with printed sheet, supply & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-Charge. |
| 69 | Factory Made Solid coloured textured PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face with wood free EPS in frame, supplying & fixing in frame at site as per specification complete all as specified and as directed. |
| 70 | Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators,casements/sliding shutters and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with rawl plugs and screws or with fixing clips or with expansion hold fastener of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall not be less than 2 mm thick,smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing/ paneling. C.P. brass/ stainless steel screws,hinges/pivot and making provision for fixing of fittings wherever required complete all as specified and directed by Engineer-in-Charge.Note :1. The rate is inclusive of rollers,locks,rubber beading,rubber seal etc for sliding/casement shutters required for satisfactory operation of window/ventilator/door.2. Panel fillings other than aluminium filling and necessary fittings shall be measured and paid for separately |
| 71 | TMT mild steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 72 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 73 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 74 | Fe-410-W(Gde E-250)quality B rolled mild steel in roof trusses(Framed)trusses, purlin, crane gantries, rails anfd framing(beam, tee, angle, channel or flat section)including distance pieces , cleats etc.Complete all as specified and as directed |
| 75 | Mild steel work in framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290 garde E165 in repair, complete all as specified and directed. |
| 76 | Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/ intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including Hangers 4 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long,including prepainted Gypsum Board or tiles 7mm thick for insulation and accoustic purpose 60 cm x 60 cm for size of grid 605 mm x 605 mm in ceiling all as per manufacturers instructions complete all as specified and as directed by the Engineer-in-Charge. |
| 77 | Providing & fixing false ceiling at all heights with fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG (Glass Fibre With Reinforced Gypsum) false ceiling tiles of Size 595 x 595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4 )-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of size 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 4mm dia fully threaded hanger rod upto 1000 mm length and L shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawing . all as specified and as directed by the Engineer-in-Charge. |
| 78 | 12 mm Thick Seamless calcium silicate ceiling ,sunk or raised moulding made out of 1800 x 1200 mm size board of siliceous and calcareous material reinforced with cellulose fibre fixed to the ceiling section with 25 mm long self drilling and tapping screws having phillips head with under head cutter at 200 mm centre to centre, including finshing the joint of face board with specially formulated jointing compound and 48 mm wide fibre tape to provide seam less finish all as per manufacturers instructions complete all as specified and as directed by the Engineer-in-Charge. |
| 79 | 19mm thick plywood BWR type BB, fixed with screws to timber frame work as in kitchen cabinets , cupboards etc, fixed in repair complete as specified and directed by Engineer-in-Charge. |
| 80 | 1.00 mm thick sunmica(Coloured) to be fixed with adhesive with plywood surfaces and wooden surfaces, fixed in repair complete as specified and directed by Engineer-in-Charge. |
| 81 | Sheet glass 4.0 mm thick, ordinary quality and glazing with linseed oil pane putty & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 82 | Sheet glass 4.0 mm thick, ordinary quality and glazing with linseed oil pane putty & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 83 | Galvanised mild steel wire cloth 0.63mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 84 | Galvanised mild steel wire cloth 0.63mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples FIXED IN REPAIR complete all as specified and directed by Engineer-in-Charge. |
| 85 | Stainless steel barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge |
| 86 | Stainless steel butt hinges 100 mm long medium weight type C-21 with stainless steel screws complete ,all as specified and as directed by Engr-in-charge. |
| 87 | 100 mm Stainless Steel Hasp and staple, safety type, hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed. |
| 88 | 150 mm long extruded aluminium alloy handles, fabricated type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 89 | 250 mm long,Stainless steel sliding door bolt ,plate type S with bright bolt type not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge. |
| 90 | Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring,Overall length of cover plate 150 mm fixed in floor and fixed complete all as specified & directed by Engineer in Charge. |
| 91 | Ball catchers for cupboard and kitchen cabinets both male & female part (making each set) fixed complete all as specified and directed by Engineer in Charge. |
| 92 | Continuous (piano hinges) 30mm width of flap in repairs Paino hinges SS Gde-304 (width of flap 30mm) complete all as specified and directed by Engineer-in-Charge. |
| 93 | 20 mm dia SS 304 curtain rod including brackets, decorative balls/ caps and clamps fixed to wall on both ends of curtain rods with comp fittings complete all as specified and dircted. |
| 94 | Supply and fixing in repair kitchen rack made of minimum 0.63 mm thick stainless steel of size 600x750x250 mm with steel shelves and hanging arrangements for utensil complete all as specified and directed by Engineer-in-Charge. |
| 95 | Supply and fixing in repair towel (600 mm long) rack stainless steel with peg set all as specified and as directed by Engineer-in-Charge. |
| 96 | Supply and fixing in repair brass chromium plated Tubler towel rail, 20mm dia, D type, 60cm long between flange, Complete all as specified and as directed |
| 97 | Chromium Plated health faucet 2 in 1 including 1 mtr long flexible tube with hook IN REPAIR complete all as specified and directed by Engineer-in-Charge'. |
| 98 | Vitreous China wash basin, (white) Flat back, size 550x400 mm including cast iron brackets, PTMT waste coupling and PVC waste pipe complete all as specified and directed. Please Enable Macros to View BoQ information |
| 99 | Vitreous China wash basin, (white) Flat back, size 550x400 mm including cast iron brackets, PTMT waste coupling and PVC waste pipe complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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