Tender For Provn Of Toilet Block At Hallomjra, Wash Basins At Fafa, Drivers Restroom, Rest Room/Tea Room, Toilet Block, Security Lights At N Area Under Ge Chandigarh.
Tender Value
42.80 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
16 days left
EMD
85600
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 Provn Of Toilet Block At Hallomjra, Wash Basins At Fafa, Drivers Restroom, Rest Room/Tea Room, Toilet Block, Security Lights At N Area Under Ge Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. |
| 3 | Removing excavated loos/soft soil excavation to a distance exceeding 250 metre but not exceeding 500 metre and deposting where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-charge.. |
| 4 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 5 | Excavation in trenches in any type of soil exceeding 1.50 meter wide and not exceeding 3 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. |
| 6 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 30cm girth complete all as specified and directed by Engineer-in-Charge. |
| 7 | Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 8 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.Note:- Debris will be disposed as per UT norms and Contractor will laise with UT athority for the same and rates quoted shall be deemed to include this aspect. |
| 9 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for Internal dia of pipe 100 mm including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 10 | Cutting chases, 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 on Brick wall complete all as specified. |
| 11 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and directed. |
| 12 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete, all as specified and directed by Engineer-in-Charge. |
| 13 | Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge. |
| 14 | Earth filling Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base. |
| 15 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling,subbase and mass concrete complete all as specified and directed. |
| 16 | Cement concrete (1:2:4) type B-1,using 20 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. |
| 17 | 75 mm thick, cement concrete type C-1, 1:3:6 using 40 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \\"A\\" . |
| 18 | 25 mm thick cement concrete 1:2:4 type B 1 (20 mm graded mechanically crushed stone aggregate) as in flooring finishing the concrete surface even and rough without using extra cement complete all as specified and directed. |
| 19 | Plain cement concrete 1:2:4 type B-1 using 20 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 rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 20 | Providing precast cement concrete Type B1 1:2:4 (using 20mm graded aggregate)Set in cement set in cement mortar 1:4 as in manhole covers and the like complete all as specified and directed by Engineer-in-Charge. |
| 21 | Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in surface channel/drains inside the manholes and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 22 | Plain cement concrete (1:3:6) type C-1,using 20 mm graded stone aggregate as in surface channel and drains, around electric poles complete including necessary formwork all as specified and directed by Engineer-in-Charge. |
| 23 | 25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in Damp proof course to horizontal or vertical surfaces including necessary formwork concrete etc. complete all as specified and directed by Engineer-in-Charge. |
| 24 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span bed blocks,coping and the like complete all as specified and directed by Engineer-in-Charge. |
| 25 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 26 | Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in Columns, pillars, piers, posts and struts and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 27 | Reinforced Cement Concrete Design Mix M-25 using 20mm 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. |
| 28 | Reinforced Cement Concrete 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in Chajjas and the like complete all as specified and directed by Engineer-in-Charge. |
| 29 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete, all as specified and directed by Engineer-in-charge. |
| 30 | Use and waste of Formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 31 | Use and waste of Formwork to walls, retaining walls, abutment, parapets and staircase railings and similar work including attached pillasters, buttresses etc. (vertical or to batter), complete all as specified and directed by Engineer-in-Charge. |
| 32 | Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings , slab over manholes similar work; not exceeding 200mm thick (Horizontal or sloping) (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 33 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves inncluding supports, overhangs, etc. also splays between floors and beams, etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 34 | Use and waste of Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 10cm wide but not exceeding 20cm wide. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 35 | Use and waste of Formwork to sides of pillars,posts,struts,piers,columns and stanchios etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 36 | Use and waste of Formwork to to chullah hoods, chajjas,troughs and similar items including edges etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 37 | TMT 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. |
| 38 | TMT steel bars 6mm to 8mm 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. |
| 39 | TMT steel bars 5mm dia and over upto and including 10mm dia , of grade Fe-500D cut to length, bent to shape required, including cranking, bending stirrups 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 as in strirrups , spacers and binders complete all as specified and directed by Engineer-in-Charge. |
| 40 | 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 organic coated filler of desired shade,hardener ,resin 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. |
| 41 | Vitrified ceramic tiles 8 mm to 9 mm thick (Square/rectangular) polished, area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm, in floor,skirting 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. |
| 42 | Glazed ceramic coloured tiles 300 x 600 x 7 mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of wall with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge. |
| 43 | Glazed ceramic coloured tiles 350 x 450 x 8 mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of wall with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge. |
| 44 | Granite jet black shade, 16 - 18 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 10 mm thick (average thickness) cement mortar (1:6) 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. |
| 45 | Machine cut Kota stone slab flooring 20-25 mm thick,SIZE 55 CM x 55 cm laid over & including 20 mm thick screed bed in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 46 | Machine cut Kota stone slab 20-25 mm thick as in skirting, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 47 | Precast cement concrete (Grade M 30 ) manhole cover SFRC (steel fibre reinforced cover) factory made including suitable precast RCC frame as per manufacturer's instructions, heavy duty as approved by GE of size 750 x 750 x 70 mm thick with and including 2 mm thick mild steel strip on all the four edges heavy duty,RCC frame set in cement mortar 1:4 and similar articles complete as per site requirement, all as specified and directed by Engineer-in-charge.NOTE :-Precast SFRC manhole/ Drain cover Manufacturer shall have minimum three years manufacturing experience.Make shall be approved by GE for precast SFRC manhole/Drain cover |
| 48 | Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested. |
| 49 | Reinforced concrete pipes 150 mm , class NP2, laid and jointed complete with collars, laid in trenches on concrete bed to level/gradient, jointing in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 50 | Brickwork with fly ash bricks, class designation 100, 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. |
| 51 | Brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 52 | 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. |
| 53 | Rendering 10 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 54 | Rendering 15 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 55 | Rendering 10 mm thick in cement mortar 1:3, on roof surfaces mixed with water proofing compound on top layer, trowelled to 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. |
| 56 | Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces mixed with water proofing compound on top layer, trowelled to 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. |
| 57 | Supply only liquid water proofing compound ISI Marked complete all as specified and directed. |
| 58 | Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 0.70 kg per sq.m over cleaned and dry roof surface including parapet etc complete, all as specified and as directed by Engineer-in-Charge. |
| 59 | Water proofing roof treatment/Sunken treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3.6 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,applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butane 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 (upto 6th floor ) all as specified and directed.The rates shall be inclusive of finishing rain water gutter portion with cement mortar 1:3 to provide requisite slope towars rain water pipe outlet. |
| 60 | (a) 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 1mm 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 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. |
| 61 | (a) 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 1mm 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 one coat of chalk whiting @ 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 interior emulsion paint(Ist quality) Apex 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. |
| 62 | (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 1mm 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 alkali 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 internal acrylic emulsion paint on new ceiling plaster 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. |
| 63 | Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 64 | Preparation of new or previously untreated steel and iron 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. |
| 65 | 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. |
| 66 | Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. |
| 67 | Treating the soil along the external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete,all as specified and directed by Engineer –in-Charge . |
| 68 | Powder coated aluminium (minimum thickness of powder coating 50 micron) work for frame of doors, windows, ventilators 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 dash fasteners 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 be 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, all complete as per architectural drawings and the directions of Engineer-in-Charge complete all as specified and directed by Engineer-in-Charge. |
| 69 | Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) 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 dash fasteners 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 be 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 all complete as per drawings and the directions of Engineer-in-Charge |
| 70 | Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. with glazing bars and without glazing bars (Double shutter ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 71 | Factory made box type steel ventilator with glazed shutter or glazed with glazing bars or flat iron 12 X 3 mm dovetailed or welded for fixing wire mesh/glass and painting woth two coat of stnthetic enamel paint over one shop coat of zinc chromate primer, including holdfast & cutting holes for holdfast and making good to distubed area during remoing and fixing of window with cement mortar 1:4 in cills and ham area complete all as specified and directed by Engineer-in-Charge.Note:Sheet glass and wire gauge will be measured and paid separately against respective items |
| 72 | 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 fixing only 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. |
| 73 | 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. |
| 74 | 35 mm thick factory made Flush shutters, solid core construction, with particle core and plywood face panels, commercial type on one sides face covered with decorative face veneer with lipping/frame to match with 1 mm thick mica supplied and fixed complete all as specified and directed by Engineer-in-Charge. |
| 75 | Solid PVC door frames coloured texture 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. |
| 76 | Factory Made Solid PVC coloured texture 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, supplying & fixing in frame at site as per specification complete all as specified and directed by Engineer-in-Charge. |
| 77 | Supply and fixing of stainless steel butt hinges 100 mm long medium weight with stainless steel screws complete ,all as specified and as directed by Engr-in-charge. |
| 78 | 100 mm Butt hinges, medium weight, cold rolled stainless steel, and fixed with screws or with welding to existing MS frames complete all as specified and directed by Engineer-in-Charge. |
| 79 | 100 mm long,stainless steel sliding tower bolt with haspe staple (bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed by Engineer in Charge. |
| 80 | 300 mm long,Aluminium alloy, anodised,sliding door bolt with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed bolt 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. |
| 81 | 150 mm long extruded aluminium alloy handles, fabricated type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 82 | Door closer hydraulically regulated, designation No. 1 universal type, aluminium body suitable for door shutters up to 700 mm in width and of weight not more than 35 kg and fixed complete all as specified and directed. |
| 83 | 100 mm long Aluminium handles, fancy type,cast type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 84 | Aluminium anodised,barrel tower bolts of extruded section with length of bolt 200 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge |
| 85 | Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 86 | Framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors,tank staging,fencing post etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 87 | Galvanised mild steel wire cloth 0.36mm 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. |
| 88 | Sheet glass 4mm thick Figured glass pin type, ordinary quality and glazing with silicon sealant & 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. |
| 89 | Sheet glass 4.0 mm thick, ordinary quality and glazing with silicon sealant & 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. |
| 90 | 5.00 mm thick tinted glass type with 5 micron thick black film with silicon sealant in square not exc 0.5 sqm each and using Silicon for fixing of glass in addition to glazing putty complete all as specified and directed by Engineer-in-Charge. |
| 91 | Supply and fixing in repair sinks with drainage board made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement ortar on to dwarf wall or includingfixing cantilever brackets and connecting union to pipe, overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm, Complete all as specified and as directed |
| 92 | Providing and fixing Kitchen Sink of size 24 X 18 (approx. 610 mm X 455 mm) made of premium grade 304 stainless steel in black matt finish, double bowl, handmade with smooth edges, minimum 1.2mm thickness, corrosion-resistant, scratch-resistant, and easy-to-clean surface, suitable for modular kitchens; complete with waste coupling , drain pipe, and all necessary fittings, with provision for top mount or undermount installation as per site requirements, including proper sealing with approved grade sealant to prevent leakage and all work such as cutting, fixing, alignment, and making good the surrounding surface to match the existing finish as directed by the Engineer-in-Charge. |
| 93 | Single piece WC of size 365 mm x 655 mm x 765 mm with flushing cistern and connection pipe, P or S trap (closed pattern incl all necessary accessories like rag bolts, kit/ gel gasket etc, (including flushing cistern, pvc seat cover, jet and flush pipe complete all as specifed and directed. Please Enable Macros to View BoQ information |
| 94 | Single piece WC of size 365 mm x 655 mm x 765 mm with flushing cistern and connection pipe, P or S trap (closed pattern incl all necessary accessories like rag bolts, kit/ gel gasket etc, (including flushing cistern, pvc seat cover, jet and flush pipe complete all as specifed and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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