Tender For Comprehensive Maintenance & Misc B/R Repair Of E/M Installations And Offices In Dilapidated Condition Under Ge (Af) E/M Chakeri.
Tender Value
50 Lakhs
Estimated cost
Bid Submission
19 Nov 2026
18 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur Nagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Comprehensive Maintenance & Misc B/R Repair Of E/M Installations And Offices In Dilapidated Condition Under Ge (Af) E/M Chakeri.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brickwork or stone/boulder masonry built in cement mortar, including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Taking down cement plaster on brick or stone walls etc., including raking out joints, hacking for key and scrubbing down with water etc., complete all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition of unreinforced cement concrete not exceeding 15 cm thick, below or above ground level, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for site clearance of soft/loose soil including removal of vegetation, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for foundations etc., or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan, and getting out, in mud/sludge in foul condition, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Removal of excavated material to a distance not exceeding 50 m and depositing where directed, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for cement concrete Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in foundations, filling, sub-base and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material and labour for brickwork with sub-class B bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material and labour, except bricks, for brickwork with old size sub-class B bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material and labour for cement concrete Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, rounded or chamfered on edges, in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like, including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and labour for formwork to bottoms, sides and soffits of bands, lintels, cantilevers and shelves, including supports etc., complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material and labour for rendering 15 mm thick in cement plaster 1:4 on fair faces of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and labour for rendering 15 mm thick in cement plaster 1:6 on fair faces of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for acid/alkali wash of existing efflorescence and drying, leaving the wall to dry for a minimum of 3 days and watching for any further efflorescence, the surface then being washed with clean water and left to dry for 3 to 4 hours before application of further treatment, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Supply and application of one component penetrative-cum-film forming interior waterproofing solution with negative hydrostatic resistance up to 4 bar, at a forced coverage of 350 ml per Sqm in a single coat by brush or roller, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Supply and application of two component acrylic polymer modified cementitious coating on new masonry surfaces devoid of plaster, with hydrostatic resistance up to 5 bar, at a forced coverage of 1.75 Kg per Sqm in two coats by roller or brush with a gap of 4 to 6 hours between coats, the coats being applied perpendicular to each other, complete all as specified and directed by Engineer-in-Charge.Note: The coverage shall be strictly maintained for film formation. |
| 18 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of primer, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Material and labour for preparation of newly plastered surfaces of walls including cornices etc. and applying two coats of oil bound distemper of approved shade over a coat of primer, including rubbing with sand paper to achieve a smooth surface and sharp straight edges etc., complete all as specified and directed by Engineer-in-Charge. |
| 20 | Dismantling of asbestos cement corrugated and semi-corrugated sheets in roof covering, complete all as specified and directed by Engineer-in-Charge.Note: The asbestos cement sheets shall be kept wet while being dismantled, lowered without breaking and disposed of by the contractor at a place approved by Engineer-in-Charge in accordance with the hazardous waste rules in force. No credit is allowed for these sheets. |
| 21 | Dismantling of plain or corrugated steel sheeting of any gauge and thickness, including Nainital or similar pattern roof coverings, complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply and fixing of pre-painted galvalume aluminium-zinc coated corrugated steel sheet 0.50 mm thick of approved colour having tensile strength of 550 MPa, in roof covering or wall cladding, fixed with self-tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 23 | Supply and fixing of pre-painted galvalume aluminium-zinc coated plain steel sheet 0.50 mm thick of approved colour having tensile strength of 550 MPa, in roof covering or wall cladding, fixed with self-tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply and fixing of plain galvanised mild steel sheeting 0.63 mm thick with zinc coating of grade 275, in ridges, hips, valley gutters, drips and straight flashings, length and girth as fixed, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Supply and fixing of framed roof trusses, purlins, crane gantries, chajjas, rails and fastenings and heavy bracket framing in beam, tee, angle, channel or flat sections, including distance pieces, cleats etc. and rafters where directed, fixed with anchor fasteners of size 6 mm x 100 mm grouted in the slab, complete all as specified and directed by Engineer-in-Charge.Make of anchor fasteners: Hilti or equivalent approved by Engineer-in-Charge. |
| 27 | Supply and fixing of wind ties for roofs, including securing bolts and all necessary drilling, bolting or riveting etc., and similar work, conforming to Fe 290 Grade E-165, complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material and labour for preparation of new steel or iron surfaces of any description, over or below 10 cm in width or girth, not otherwise described, and applying two coats of synthetic enamel paint of approved shade over a coat of red oxide zinc chromate primer, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Material and labour for preparing surfaces of wood and wood based materials, steel and iron work, new or old, such as roof trusses, rafters, purlins etc., of any description and girth not otherwise described, and treating with tar or coal tar black paint, complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material and labour for cement concrete Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, as in padding, coping and roof kerbs including haunching, benching etc., with non-shrink admixture and curing with curing compound, complete all as specified and directed by Engineer-in-Charge.Make of admixture and curing compound: Sika/Pidilite/Fosroc or equivalent approved by Engineer-in-Charge. |
| 31 | Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material and labour for 7 to 8 mm thick non-skid coloured ceramic tiles, square or rectangular, area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, as in floors etc., laid and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles, over and including 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material and labour for 25 mm thick cement concrete Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, as in levelling or sub-base of flooring, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Material and labour for coloured glazed ceramic tiles of size 450 x 300 mm, 6 to 7 mm thick, on vertical surfaces of walls such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles, including 10 mm thick rendering in cement plaster 1:4, complete all as specified and directed by Engineer-in-Charge. |
| 35 | Material and labour for polished vitrified ceramic tiles 10 mm thick, square or rectangular, area of each tile not exceeding 0.36 Sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, including 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material and labour for polished vitrified ceramic tiles 10 mm thick, square or rectangular, area of each tile not exceeding 0.36 Sqm, in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement to match, including 10 mm thick rendering in cement plaster 1:4, complete all as specified and directed by Engineer-in-Charge. |
| 37 | Demolition of stone slabs and tiles of any description or thickness, laid, bedded and pointed in any mortar, in floors, aprons etc., complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material and labour for cement concrete Type D-2, 1:4:8 using 40 mm graded stone aggregate, as in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Material and labour for sand filling under floors or in foundations, including watering and consolidation, complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material and labour for machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS 15658, 80 mm thick, Grade M 40, with grey cement and pigment, complete all as specified and directed by Engineer-in-Charge. |
| 41 | Material and labour for cement concrete Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, as in edging of paver blocks for proper matching with the existing surface, complete all as specified and directed by Engineer-in-Charge. |
| 42 | Material and labour for 75 mm thick cement concrete Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in plinth protection laid in bays not exceeding 2 Sqm each, finishing the surface of concrete even and fair without using extra cement, and filling the joints with mastic filling comprising one part of heated bitumen of grade 85/25 or 95/10 and three parts of sand by weight, complete all as specified and directed by Engineer-in-Charge. |
| 43 | Taking down chowkhats or frames with shutters, without taking off the shutters from the frames, each exceeding 1.5 Sqm but not exceeding 4 Sqm, complete all as specified and directed by Engineer-in-Charge. |
| 44 | Taking down chowkhats or frames with shutters, without taking off the shutters from the frames, each not exceeding 1.5 Sqm, complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supply and fixing of factory made white uPVC openable casement glazed windows, area not exceeding 1.50 Sqm each, made of extruded profiles with wall thickness of 2.3 mm ± 0.2 mm, hollow multi-chamber profiles comprising frame 60 x 58 mm, sash 60 x 73 mm, T profile 60 x 74 mm as one vertical member between two shutters and glazing bead 35 x 20 mm, mitre cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water and making arrangement for fixing hardware, EPDM gasket 1.2 mm ± 0.2 mm thick, galvanised steel reinforcement of frame 28 x 21.5 mm, sash 31 x 27.5 mm and T profile 27 x 17 mm inserted in the profiles, frame fixed to the wall with 8 mm x 100 mm long fasteners, hardware comprising casement handle and butt hinges of zinc alloy, white powder coated, and mild steel transmission gear with multi-point locking system, suitable for 4.8 mm thick glazing of selected quality glass, complete all as specified and directed by Engineer-in-Charge.Note: The rate excludes the cost of glass, which shall be measured and paid separately under item No. 48, and includes all other connected accessories. Net opening shall be measured for payment. |
| 46 | Supply and fixing of factory made white uPVC openable casement windows all as per item No. 45 above but wire gauzed with stainless steel wire mesh in place of glazing, complete all as specified and directed by Engineer-in-Charge.Note: The rate includes stainless steel wire mesh of 0.36 mm nominal wire diameter and 1.40 mm average aperture. |
| 47 | Supply and fixing of 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, walkways, railings, framework of water tanks and similar work, conforming to Fe 290 Grade E-165, complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply and fixing of 4.8 mm thick ordinary quality sheet glass, not exceeding 0.5 Sqm in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply and fixing of factory made single extruded wood polymer composite solid door, window, clerestory window and other frames or chowkhats of plain colour, size 50 x 100 mm, comprising virgin PVC polymer of K value 58-60, suspension grade, calcium carbonate, natural fibres such as wood powder, rice husk or wheat husk, and non-toxic additives with maximum toxicity index of 12 for 100 g, fabricated with mitre joints after applying PVC solvent cement and screwed with full body threaded star headed stainless steel screws, having minimum frame density of 600 Kg/Cum, screw withdrawal strength of 2200 N face and 1100 N edge, minimum compressive strength of 58 N/sqmm, modulus of elasticity of 900 N/sqmm and resistance to spread of flame of Class A category, termite and borer proof, water and moisture proof and fire retardant, fixed in position with mild steel hold fasts, lugs or stainless steel dash fasteners of required diameter and length, complete all as specified and directed by Engineer-in-Charge.Note: For wood polymer composite solid door and window frames, a tolerance of minus 5 mm in the depth and width of the profile shall be acceptable. Variation in profile dimensions on the plus side shall be acceptable but no extra payment shall be made on this account. |
| 50 | Supply and fixing of factory made single extruded wood polymer composite solid plain colour flush door shutters 35 mm thick, comprising virgin polymer of K value 58-60, suspension grade, calcium carbonate, natural fibres such as wood powder, rice husk or wheat husk, and non-toxic additives with maximum toxicity index of 12 for 100 g, having minimum density of 600 Kg/Cum, screw withdrawal strength of 1800 N face and 900 N edge, minimum compressive strength of 50 N/sqmm, modulus of elasticity of 850 N/sqmm and resistance to spread of flame of Class A category, termite and borer proof, water and moisture proof and fire retardant, laminated on both faces with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive, and fixed with 100 mm stainless steel butt hinges of required size with full body threaded star headed countersunk stainless steel screws, complete all as specified and directed by Engineer-in-Charge. |
| 51 | Supply and fixing of 150 mm extruded aluminium handles of fabricated type, anodised, complete all as specified and directed by Engineer-in-Charge. |
| 52 | Supply and fixing of 200 mm anodised aluminium barrel tower bolts of extruded section, complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply and fixing of 300 mm long anodised aluminium alloy sliding door bolts with hasp and staple, clips of sheet, cast or extruded section, and fixing bolts, the sliding bolts being of extruded section or cast aluminium alloy, complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply and fixing of 100 mm extruded aluminium alloy butt hinges, anodised, with galvanised mild steel hinge pin, on existing shutters, complete all as specified and directed by Engineer-in-Charge. |
| 55 | Supply and fixing of 75 mm long anodised extruded aluminium double-legged door stoppers with rubber shoes at the bottom, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Excavation in post holes or similar holes in soft/loose soil, each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering, removing surplus soil to a distance not exceeding 50 m and making good the surface, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Material and labour for cement concrete Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in foundations, post holes etc., complete all as specified and directed by Engineer-in-Charge. |
| 58 | Taking down wall panelling, false ceiling and similar work, complete all as specified and directed by Engineer-in-Charge. |
| 59 | Supply and fixing of false ceiling at all heights with glass fibre reinforced gypsum false ceiling tiles of size 595 x 595 mm, 12 mm thick, semi-perforated with micro tegular edges, of approved texture, design and pattern, having moisture content less than 2 %, humidity resistance of 99 %, noise reduction coefficient 0.50 to 0.75, non-combustible as per BS 476 Part 4 and light reflectance of minimum 85 %, laid in true horizontal level, suspended on interlocking metal T-grid of hot dipped galvanised iron section 0.33 mm thick galvanised at 120 g/Sqm including both sides, comprising main T runners 15 x 32 mm of length 3000 mm, cross T 15 x 32 mm of length 1200 mm and secondary intermediate cross T 15 x 32 mm of length 600 mm forming a grid module of 600 x 600 mm, suspended from the ceiling with galvanised mild steel items galvanised at 80 g/Sqm, namely 50 mm long, 8 mm outer diameter M 6 dash fasteners, 6 mm diameter fully threaded hanger rods up to 1000 mm length and L-shaped level adjusters 85 x 25 x 2 mm, and galvanised iron perimeter wall angles 24 x 24 x 0.40 mm of length 3000 mm fixed to the periphery walls or partitions with plastic rawl plugs at 450 mm centre to centre and 40 mm long dry wall wood screws, complete all as specified and directed by Engineer-in-Charge. |
| 60 | Supply, installation, wiring, testing and commissioning of electromagnetic lock access control system comprising 600 lb holding force fail-safe electromagnetic lock with ZL bracket set suitable for inward or outward opening door, 12 V DC power supply, exterior PIN/RFID reader of IP 65 rating, interior touch type egress release button and concealed wiring, complete all as specified and directed by Engineer-in-Charge. |
| 61 | Supply and fixing of vertical blinds with 100 mm wide PVC slats, area not exceeding 2 Sqm each, including aluminium powder coated guide rail, pulley, cord and galvanised iron brackets, complete all as specified and directed by Engineer-in-Charge. |
| 62 | Demolition of roof treatment including padding concrete of any description and mud in roof of any thickness, using hand held electric drills, cutting machines, chisels etc., direct use of hammers on the RCC roof being strictly prohibited, including roughening of old concrete surfaces by picking, sweeping clean and washing down with water to remove dust etc., complete all as specified and directed by Engineer-in-Charge. |
| 63 | Material and labour for cement concrete Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, as in padding, coping and roof kerbs including haunching, benching etc., with non-shrink admixture and curing with curing compound, complete all as specified and directed by Engineer-in-Charge.Make of admixture and curing compound: Sika/Pidilite/Fosroc or equivalent approved by Engineer-in-Charge. |
| 64 | Material and labour for rendering 10 mm thick in cement plaster 1:3 mixed with integral waterproofing compound on fair faces of concrete surfaces or roof top, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.Note: Integral waterproofing compound shall be measured and paid separately under item No. 65. |
| 65 | Supply only of integral waterproofing compound conforming to IS 2645, complete all as specified and directed by Engineer-in-Charge. |
| 66 | Removal of demolished material to a distance of 500 m or under, beyond the lead included in the rates, including loading and unloading, complete all as specified and directed by Engineer-in-Charge. |
| 67 | Material and labour for preparation of newly plastered roof surfaces including cleaning with wire brush or pressure hose, and applying cold applied high performance polyurethane liquid membrane waterproofing coating in two coats at 1.5 Kg/Sqm for two coats, spray or brush applied, having elongation of 300 % to 700 %, tensile strength not less than 3 N/sqmm as per ASTM D412 and ASTM D2370, crack bridging ability of 3.5 mm as per ASTM C1305 and Shore A hardness not less than 60 as per ASTM D2240, including applying epoxy primer at 0.15 Kg/Sqm and a 40 GSM geotextile laid over the first coat while it is still wet, all as per the manufacturer's instructions, complete all as specified and directed by Engineer-in-Charge.Note 1: The contractor shall submit a guarantee of 10 years from the date of completion of work for the waterproofing treatment along with the manufacturer's guarantee. An amount of Rs 40, Rupees forty only, per Sqm, subject to a minimum of Rs 4,000, shall be withheld from the contractor's final bill till the expiry of the guarantee period. The contractor may, at his option, furnish a fixed deposit receipt pledged in favour of GE (AF) E/M Chakeri against the guarantee money.Note 2: The waterproofing shall be carried out by an authorised applicator of the manufacturer, whose name shall be got approved from the GE before commencement of work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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