Tender For B/R Repair/ Maintenance Of Indoor And Outdoor Water Supply Installation At Mil Stn Nahan Under Ge Chandigarh.
Tender Value
30 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
12 days left
EMD
60000
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 B/R Repair/ Maintenance Of Indoor And Outdoor Water Supply Installation At Mil Stn Nahan Under Ge Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Taking down chowkhats or frames and 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 all as specified and directed by Engineer-in-Charge. |
| 3 | Taking down chowkhats or frames and 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. |
| 4 | Taking down shutter of any description exc 1 sqmtr but not exc 2 sqmtr and refixing the same after easing and minor alterations complete all as specified and directed by Engineer-in-Charge. |
| 5 | Taking down steel tubing and connections of 15 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. |
| 6 | Taking down steel tubing and connections of 20 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. . |
| 7 | Taking down steel tubing and connections of 50 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. . |
| 8 | Dismantling existing brick tiles or terracing tiles, single layer on roofs from any position grouted in cement mortar including removal of any existing treatment complete all as specified and directed by Engineer in Charge. |
| 9 | Dismantling of existing waterproofing treatment hessain cloth base,membrane or any other type complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 10 | 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. |
| 11 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, if any complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 12 | Dismantling of fencing wire mesh,expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 13 | 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 and similar suspended work complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 14 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 15 | Demolition of Cement concrete 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | Hardcore of broken stone gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge. |
| 19 | Excavation over areas, not exceeding 1.5m deep and getting out in Hard/Dense soil complete including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m depth, as directed by Engineer-in-charge.. |
| 20 | Excavation in trenches in soft/loose soil not exc 1.5mtr wide and not exc 1.5mtr deep & getting out complete all as specified and directed. |
| 21 | Surface dressing/ cleaning /excavation of area around the installations , valve pit etc averaging depth 15 cm in soft / loose soil complete all as specified and directed. |
| 22 | Excavating in post holes (or similar holes) in soft/loose each n exc 0.5 cu. mtr, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm out complete all as specified. |
| 23 | Removing excavated material (soil) to a distance exc. 1.5 km but n exc 5 km and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 24 | Cutting chases in stone concrete block or slab 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 exceeding 20cm girth complete all as specified and directed by Engineer-in-Charge. |
| 25 | 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 |
| 26 | 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. |
| 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 | 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. |
| 29 | Providing cement concrete 1:2:4 type B-1 using 20 mm graded mechanically crushed stone aggregate as in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed plates, water troughs,mud stops,manhole benching and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete, all as specified and directed by Engineer-in-charge. |
| 30 | Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate as in cement concrete in roof padding, 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. |
| 31 | PCC 1:3:6 type C-2 using 40 mm graded mechanically crushed stone aggregate as in surface channels and drains including necessary use and waste of form work complete all as specified and directed |
| 32 | 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. |
| 33 | M&L for 100 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub-base flooring, paving and similar work complete all as specified and directed. |
| 34 | 25 mm thick Plain cement concrete (1:2:4) type B-0,using 12.5 mm graded stone aggregate as in sub floors, sub bases, floors and pavings etc. complete all as specified and directed by Engineer-in-Charge. |
| 35 | 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. |
| 36 | Reinforced Cement Concrete nominal Mix type B-1 (using 20mm graded crushed stone aggregate) as in foundation beams, plinth beam, base for columns, basement slab, undere reamed piles and mass concrete etc complete all as specified and directed by Engineer-in-Charge. |
| 37 | Use & waste of formwork to sides of pillars,posts, struts, piers, columns and stanchions,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge |
| 38 | 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. |
| 39 | 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. |
| 40 | Rendering 15 mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces in patches exc 3.00 sqm upto 8 mtr 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. |
| 41 | Supply only liquid water proofing compound ISI Marked complete all as specified and directed. |
| 42 | 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. |
| 43 | 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. |
| 44 | Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI(solar refractive index) > 78, solar reflection> 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner complete all as specified and directed. |
| 45 | Brick work with sub class 'B' bricks, class designation 75, old size bricks, laid flat in floor bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge. |
| 46 | Brick work with sub class 'B' bricks, class designation 75, old size bricks, laid edge bedded and jointed cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 47 | 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 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 48 | Preparation of new plastered surfaces of ceilings and chajja applying two coats of white wash including preparation of surface complete all as specified and directed by Engineer-in-Charge. |
| 49 | (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. |
| 50 | (a) Complete removal of existing treatment, 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) 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 coat of interior premium acrylic emulsion paint on wall 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 | (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 weather guard exterior acrylic emulsion paint (Ist quality) 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. |
| 52 | (a) Complete removal of existing treatment, 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 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. |
| 53 | Note for item no 49 to 52 : The work for periodical services shall include the following and the rates quoted by the bidders shall include the same :-(a) The work pertaining to periodical services shall be executed by the contractor as per MoU from authorised applicator through manufacturer of the materials like Exterior Emulsion paint, putty etc after approval by the GE. (b) The Contractor shall upload with the documents under cover I \\"Memoradum of Understanding\\" (MOU) with at least one of the manufacturers mentioned in the contract, failing which the bid shall be laible to be rejected.(c) Use of Scaffolding, trestles, ladders, cradles etc necessary for execution of work and protective measures.(d) Work in patches and in narrow / widths, bands, cornices, pilasters etc and cutting in edge of line where necessary.(f) Spreading and removing covering to doors, windows, floors, fittings etc to protect them from splashes.(g) 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.(h) Sample patch of 10 Sqm be prepared considering all the items of periodical and shall be got approved from GE prior to carrying out further work. (j) 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. |
| 54 | Material and labour for providing and applying JK birla wall care putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete all as specified and directed. |
| 55 | Preparation of New or previously treated steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coat of synthetic enamel paint over and including a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Preparation of old steel or iron surfaces of any description over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. |
| 57 | 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. |
| 58 | Preparation of old wooden or wood base 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. |
| 59 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 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. |
| 60 | First quality Endura tiles good grip series 600 x 600 x 10-12 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 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 (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 61 | Machine cut Kota stone slab 20 mm thick as in skirting, steps, 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. |
| 62 | 80mm thick non skid prepolished machine pressed precast concrete ( M-40 grade) interlocking paver block, Glossy finish on top manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment(Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed. Note :- Paver block with grey cement and no pigment will not be considered as coloured paver block |
| 63 | Machine cut Kota stone slab flooring 20-22 mm thick, single piece cut to length of tread and landing in stair case including 150 mm wide white marble borderline 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. |
| 64 | Rubber coated Chequered cement concrete tiles 30mm x 30mm x 25mm thick with grey cement and no pigment, laid over and including 15 mm thick screed in Cement mortar 1:6 set jointed and pointed in neat cement slurry in floors complete, all as specified and as directed by Engineer-in-Charge. |
| 65 | Dholpur stone with hammer dressed facework (with maximum depression from a straight edge held against the dressed surface not exc 20mm), about 40mm high, 75mm deep in straight courses, laid and jointed in cement and stone dust mortar 1:3, recess pointed (10mm x 20mm) with an admixture of white cement and Dholpur stone dust 1:1 complete all as specified and directed by Engineer-in-Charge. |
| 66 | Sheet glass 5.5 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. |
| 67 | Sheet glass 5.5 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. |
| 68 | 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. |
| 69 | 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 |
| 70 | 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 |
| 71 | 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. |
| 72 | TMT steel bars 6-8 mm 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 as in stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge. |
| 73 | Mild steel plain round 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. |
| 74 | PVC coated chain link fencing diamond pattern of mesh size 50 mm x 50mm built with flexible and high strenght galvanised steel wire base of 4 mm dia for structural security including line wires, rails, straining bolts etc and provision of staple clips complete all as specified and directed. |
| 75 | Galvanized Iron (GI) chicken wire mesh (hexagonal wore 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 brickwork components (columns/ beams metting walls) prior to plastering mesh stretched tight and securely fixed spanning minimum 150mm on 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. |
| 76 | 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 in repair conforming to Fe 290 Gde E-165. |
| 77 | Ornamental and intricated design framed work in steel gate of angle using 65 X 65 X 6 mm thick complete drilled, welding for fixing of steel sheeting or other covering, hooks, hinges or steel hanging door fitting also fastening and fixing complete all as specified and directed. |
| 78 | 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 |
| 79 | 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. |
| 80 | 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. |
| 81 | 35 mm thick factory made Plain, framed, panelled shutters of 2nd class Hardwood (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: supplied and fitted to chowkat complete all as specified and directed by Engineer-in-Charge. |
| 82 | 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. |
| 83 | 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. |
| 84 | Factory Made Solid PVC coloured textured 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. |
| 85 | 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. |
| 86 | 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. |
| 87 | 100 mm Butt hinges, stainless steel with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete all as specified and as directed by Engr-in-charge. |
| 88 | Continuous (piano hinges) 30mm width of flap in repairs, SS Gde-304, bright finish or electro galvanised, complete all as specified and directed by Engineer-in-Charge. |
| 89 | 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 |
| 90 | 150 mm long stainless steel,D type with back plate handle fixed with screws complete all as specified and directed by Engineer-in-Charge. |
| 91 | Supply and fixed in repair Brass chromium plated shower rose 125mm size complete all as specified and directed by Engineer-in-Charge. |
| 92 | Ball catchers for cupboard and kitchen cabinets both male & female part (making each set) complete all as specified and directed. |
| 93 | 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. |
| 94 | 250 mm long,Stainless steel sliding door bolt ,plate type 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. |
| 95 | 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. |
| 96 | 20 mm dia SS 304 curtain rod including brackets, decorative balls/ caps on both ends of curtain rods with complete fittings complete all as specified and dircted. |
| 97 | 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. |
| 98 | Vitreous china wash down water closet pan (pedastal pattern) white , including 10 ltrs capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets complete all as specified and directed. |
| 99 | Supply and fixing in repair 10 ltr capacity PVC valveless, syphonic action dual flush type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge. |
| 100 | Chromium Plated health faucet 2 in 1 including 1.50 mtr long flexible tube with hook complete all as specified and directed by Engineer-in-Charge'. |
| 101 | Looking mirror 5 mm thick of select quality fixed on PVC beading fixed with custom made head screws complete all as specified and directed by Engineer-in-Charge. |
| 102 | Steel water tubes, 50 mm bore, medium grade, galvanized, as in spout for sunken floor, fixed in wall, inside end fixed with wire netting and external beveled edge at 45 degree, complete all as specified and directed by Engineer - in -Charge. |
| 103 | Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge. |
| 104 | 15 mm fancy type chromium plated fancy type Pillar taps, cast copper alloy, with capstan heads,chromium plated,screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. |
| 105 | Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for bore dia of pipe 15 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 106 | 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 |
| 107 | CPVC(SDR-11) of outer dia 20 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors complete all as specified and directed by Engineer-in-Charge. |
| 108 | CPVC(SDR-11) of outer dia 16 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors complete all as specified and directed by Engineer-in-Charge. |
| 109 | PVC connections 15mm size with PTMT nuts of length 600 mm fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 110 | PVC(SWR) nahani trap, with grating including jointing to wast pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 111 | Gun metal gate or globe valves heavy duty quarter turn type, full way openig with iron wheel head screwed with both end of GI tubing 15 mm bore ISI marked including taking down of unserviceable gate or globe valve all as specified and directed. |
| 112 | Gun metal gate or globe valves heavy duty quarter turn type, full way openig with iron wheel head screwed with both end of GI tubing 20 mm bore ISI marked including taking down of unserviceable gate or globe valve all as specified and directed. |
| 113 | Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres per sq.m of the vertical surface of the sub-structure to a depth of 300mm including excavating channel along the wall and rodding etc. complete all as specified and directed by Engineer-in-Charge. |
| 114 | Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 35130.00 shall be deducted from the total amount arrived. |
| 115 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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