Tender For Special Repair To Roof And Other Connected Items At Bldg No P-783 (Asha School) At Chandimandir Mil Stn Under Ge Chandimandir
Tender Value
76.80 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
27 days left
EMD
1.40 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panchkula → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Roof And Other Connected Items At Bldg No P-783 (Asha School) At Chandimandir Mil Stn Under Ge Chandimandir
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick tiles or terracing tiles on roof any thickness jointed in any mortar (including cement mortar), stacking serviceable tiles and removal of rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) including removal of material outside the defence land complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Material and labour for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregates) as in roof padding, roof kerbs rounded or chamfered on edges, 50 mm average thickness, laid to slope as required complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Material and labour for 20 mm thick rendering over roof slab in cement mortar 1:4, finished even and fair including mixing with water proofing compound complete all as specified and as directed by Engineer-in-charge. (NOTE : WPC will be measrued and paid separately as supply only) |
| 5 | Supply only liquid water proofing compound, ISI Marked, complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Supply and fixing 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 over and including 20 mm thick cement sand mortar 1:4 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 as directed by Engineer-in-Charge. |
| 7 | Material and labour for waterproofing treatment to roof complete in the following stages :- (a) SURFACE PREPARATION: Cleaning top surface of roof/ RCC slab using electric wire cup grinder to remove surface imperfections, sharp edges or protrusions at the junctions to achieve a uniform surface profile. Cleaning thoroughly the concrete surface using a high-pressure water jet to eliminate all dirt, dust, oil spillage, laitance, and other contaminants. (b) SURFACE CRACK REPAIR: Cracks on top surface/ RCC slab wider than 1 mm required to be cut and open in V-groove manner (8 mm wide x 6 mm deep) by using mechanical cutter, clean the same and fill with high modulus, moisture curing, silyl modified polymer (hybrid) sealant and allow sealant to air cure for 3 days |
| 8 | (c) ANGLE FILLET TREATMENT: Providing and preparing angle fillet at all vertical up stands and junctions/ corners. Moist the surface with water, apply bond coat prepared by mixing universal repair polymer (URP) and cement in 1:1 ratio by volume and apply using brush, preparing PMM by mixing 1 kg of URP, 5 kg fresh cement and 15 kg graded quartz sand, (i.e. in the ratio of 1:5:15 and preparing angle fillet (gola) of size 50 mm x 50 mm over the wet bond coat and finishing the same followed by moist curing the surface for 48-72 hours complete |
| 9 | (d) RAINWATER OUTLET TREATMENT: Hacking and chipping the surface around the rainwater drain outlet up to 25 mm in depth, applying bond coat of universal repair polymer (URP), in ratio of 1:1 (URP 1 : cement 1) by volume, over the corners and pipe insert outlet gaps, filling the gaps around drain mouth with PMM (Polymer Modified Mortar), mixed with universal repair polymer (URP) 10% by weight of cement, in the ratio 1:3. Providing and fixing 100 mm width, 225 GSM, fiber glass chopped strand mat around the periphery of drain mouth of rainwater outlet, sandwiched with two-component UV resistant hybrid urethane elastomeric waterproof top coat. Applying two thick coats of two-component UV resistant hybrid urethane elastomeric waterproof coating to completely cover the mesh/ fabric and surrounding area. (e) WATERPROOFING APPLICATION: Preparing premix of two-component high-strength hybrid urethane elastomeric waterproofing coating using an electric double paddle mixer at low speed for 2-3 minutes until a uniform blend is achieved without dilution. Applying the waterproofing coating on an SSD (Saturated Surface dry) condition, apply first coat mix at the rate 0.8-0.9 kg/sqm using a lamb's wool roller |
| 10 | Contd.. While the coating is still wet, roll and embed a 225 gm fiberglass chopped strand mat ensuring full bonding without air bubbles or wrinkles and overlap joints by at least 5 cm at end points & allow the first coat to dry for 3-4 hours. Applying the second coat at 90 degrees angle to the first coat at 0.9 kg/sqm once the surface is dry enough to walk on. Additional coats may be applied as required to achieve a forced material consumption to obtain a DFT of 1000 to 1200 microns with minimum material consumption of 1.8 kg/sqm over 2-3 undiluted coats. The coating should terminate below the drip mold on vertical surface. The system complies achieving tensile strength 215 N/mm2 (ASTM D2370 : 2016), Tear strength 2100 N/mm2 (as per ASTM D624), Dynamic crack bridging (EN 13251 : 2016), Shore A hardness: 85, zero water permeability: at 15 bar as per (EN 12390-8: 2019), passes water migration resistance: no leakage, no temperature flexibility: (-) 20 degree Celsius after 1000 hours, UV (ASTM D1970 : 2021), Solar reflectance index : 90 (ASTM E1980 for white), Peel adhesion to concrete (wet condition, 24 hours.), ASTM C794-12, root resistance according to CEN/TS14416-2014 complete all as specified. |
| 11 | Providing and laying non-woven geotextile membrane of minimum 100 GSM, laid loosely over the completed waterproofing membrane including all necessary cutting, alignment, and positioning, with minimum 100 mm overlap at all joints, complete in accordance with the manufacturer's specifications and directions as approved by the Engineer-in-Charge |
| 12 | Repair of damaged roof screed and formation of slope Removing all loose, damaged, and deteriorated concrete/screed from the roof surface in required pockets using mechanical cutters and suitable tools. Clean the prepared surface thoroughly with high-pressure water jetting to remove dust, dirt, laitance and all loose particles. Applying a bonding coat comprising Universal Repair Polymer (URP) mixed with cement in the ratio of 1:1 by volume to form a lump-free slurry. The bonding coat shall be applied uniformly on the pre-wetted substrate immediately before placing the repair mortar/concrete, |
| 13 | contd.. laying roof screed to the required slopes and gradients using M20 grade polymer-modified concrete/mortar prepared in the proportion of 1 : 1.5 : 3 (cement : sand : coarse aggregate). Universal Repair Polymer shall be added at 10% by weight of cement. Placing, compacting, levelling and finishing the screed to the required line, level, and gradient using suitable trowels and finishing tools. The repaired surface shall be kept continuously moist and cured for 7 days, followed by air curing for 4-5 days or as recommended by the manufacturer before application of the waterproofing system. The work shall be carried out complete in all respects in accordance with the manufacturer's specifications and the directions of the Engineer-in-Charge. |
| 14 | Note for Srl item No. 01 to 09: 1. The work shall be carried out to the 2 storey building (height upto 8 metres). Necessary arrangement for carrying out the work including labour, equipment, scaffolding, safety appliances transportation of materials shall be provided by the contractor within overall rate quoted against the items of this schedule and no claim whatsover shall be admissible on this account at later stage. Contractors are requested to quote their rates accordingly keeping this aspect in mind.2. The work pertaining to water proofing treatment shall be executed as per MoU between contractor and manufacturer of waterproofing material as per MoU performa attached at Serial page No. 142 to 147. Authorized applicator of the company with trained/ skilled worker will only be allowed to execute the work and the applicator will submit the authorization and experience certificate from the company. 3. The Contractor shall upload with the documents under cover I \\"Memoradum of Understanding\\" (MoU) with at least one of the manufacturers (Pidilite/ Fosroc/ Asian paints/ Sika/ STP) failing which the bid shall not be opened and shall be liable to rejected |
| 15 | 4. The entire quantity of material will be calculated and brought on site as decided by Engineer-in-Charge and will be accepted only post-verification of PVs and challan from company through mail. 5. Material will be kept in the custody of MES rep and will be issued to the authorized applicator as per requirement. 6. Each stage will be properly executed under supervision of company rep and stage passing register will be properly maintained. 7. The contractors shall submit manufacturer generated 10 years warranty card during submission of final bill |
| 16 | 8. A guarantee amount @10% against water proofing treatment will be kept as a reserve till completion of warranty period and will be released thereafter.9. Any deterioration during warranty period will be rectified by the contractor from the manufacturer with whom the MoU is signed, without any financial effect. 10. Ponding tests shall be carried out for 72 hours after completion of roof treatment and ponding shall be done by applicator with company technical rep as per manufacturer's instructions and finally passed as directed by Engineer-in-Charge/GE. |
| 17 | taking down swoolen/damaged plaster or concrete of RCC Ceiling/Chajja/facia/staircase and repairing the same by preparing the surface and applying 10 mm thick bonding coat of modified styrene butadiene emulsion (SBR bonding agent) in proportion 1:1:3 (bonding agent : water : OPC) by volume with the brushes etc., to bind new cement plaster/ polymer modified plaster/ concrete and thereafter applying 15 mm thick plaster with polymer modified mortar fortified with SBR bonding agent in proportion of 5 litres SBR bonding agent added to 50 KG OPC mixed with 13 litre water, including finishing the surface to match with adjoining surface of ceiling, beams and alike complete all as specified & directed surface preparation etc complete all as specified & directed. |
| 18 | Note : 1. The work shall be carried out to the 2 storey building (height upto 8 metres). Necessary arrangement for carrying out the work including labour, equipment, scaffolding, safety appliances transportation of materials shall be provided by the contractor within overall rate quoted against the items of this schedule and no claim whatsover shall be admissible on this account at later stage. Contractors are requested to quote their rates accordingly keeping this aspect in mind. |
| 19 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for non-skid ceramic coloured tiles, 7 to 8 mm thick, square/ rectangular, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 21 | M&L for Non skid coloured ceramic joint free tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L for Non skid coloured ceramic joint free tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in vertical surfaces such as skirting/ dado etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and includung 10 mm thick rendering on wall in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 23 | M&L for glazed coloured ceramic tiles, in vertical surface 450 mm x 300 mm x 7 mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, over and including 10 mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Supply and fixing factory made, rubber moulded machine pressed, coloured, chequered cement concrete tiles 300 mm x 300 mm x 25 mm thick, glossy finished (with grey cement and pigment), set, jointed and pointed in neat cement slurry with grey cement with pigment to match the colour of tiles, laid over and including 20 mm thick screed bed in cement mortar 1:6, including demolition of existing tiles complete all as specified and as directed by Engineer-in-Charge. |
| 25 | 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 including removing debris from the site complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Material and labour for brick work with sub class ‘B’ bricks (old size bricks), straight or curved on plan, exceeding 6 metre mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cement complete including taking down cement plaster on brick walls, including raking out joints, hacking for key, scrubbing down with water etc., and removal of rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 including finishing the surfaces even and smooth without using extra cement complete including taking down cement plaster on brick walls, including raking out joints, hacking for key, scrubbing down with water etc., and removal of rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for rendering 5 mm thick on concrete surfaces of ceiling in cement mortar 1:3 including finishing the surfaces even and smooth without using extra cement complete including taking down cement plaster on brick walls, including raking out joints, hacking for key, scrubbing down with water etc., and removal of rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 30 | M&L for Preparing newly plastered wall surfaces and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material and labour for providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth in newly plastered surfaces complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L for Distempering with two or more coats of 1st quality premium acrylic distemper (ready mixed) having VOC content less than 50 gms/ litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification complete all as specified and as directed by Engineer-in-Charge. |
| 33 | M&L for Preparation of old decorated wall surfaces of any description and applying two coats of oil bound distemper complete all as specified and as directed by Engineer-in-charge. |
| 34 | M&L for preparation of old decorated wall surfaces and applying two coats of cement base paint over a coat of chalk whitening up to height of two storey building complete all as specified and as directed by Engineer-in-charge. |
| 35 | M&L for preparation of newly plastered surfaces of ceilings and applying three coats of white wash, complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Taking down shutters of any description exceeding 1 sqm but not exceeding 2 sqm and removing to store complete all as specified and as directed by Engineer-in-Charge. |
| 37 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) of size not exceeding 1.50 Square metre each complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Taking down chowkhats or frame exceeding 1.5 Sqm but not exceeding 4.0 Sqm each with shutter(s) (without taking off shutters from the frame), including removing to store, complete all as specified and as directed by Engineer-in-charge. |
| 39 | S&F 30 mm thick (batten thickness) second class hard wood, glazed and Skelton shutters, open rebated and prepared to receive glass, gauge, etc (without sash bars), divided into squares, with plain chamfered or rounded, mitred and rebated sash bars, edges of framing plain, chamfered or rounded with cut mitred beds for securing glass etc, supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-charge.(Note :- The dimension of the various components or parts of shutters shall be as specified in clause 8.24 (a) of MES SSR 2009 Part I) |
| 40 | S&F 30 mm thick (batten thickness), second class hard wood, plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers supplied and fitted to chokhats complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Supply and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50 x 75 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). |
| 42 | Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 43 | S&F factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30 mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-Charge. |
| 44 | S&F factory made steel windows (box type) with side hung shutters including projecting type hinges with steel handle, and steel peg stay, tower bolts complete with glazing bars, dovetailed or welded including one coat of red oxide primer etc., complete all as specified and as directed by Engineer-in-Charge. |
| 45 | Supply and fixing powder coated aluminium sections (thickness of powder coating not less than 50 micron) as in frames/ shutter of doors/ windows/ ventilators/ partitions (Sliding/ openable/ three track) including joining cleats, glazing clips, rubber neoprene beading, powder coated aluminim snap beading, screws etc., complete all as specified and as directed.Note : (i) Weight of Aluminium section shall be ascertained by the BOO convened by the GE. (ii)Weight of aluminum section only shall be measuerd and paid.(iii) Aluminum doors/ windows/ ventilators to be fixed to jambs with chromium plated screws.(iv) The rate shall be inclusive of neoprene beadings, snap beading, screws, locking, rolling in case of sliding shutters etc. Weight of fitting fixtures will be measured for arriving the weight of aluminum section.(v) Glass/ wooden panel/ ACP sheet shall be measured and paid separately under respective items.(vi) Design as directed by Engineer-in-Charge. |
| 46 | Supply and fixing 5.00 mm thick ordinary quality tinted glass, fixed to aluminum frame work in panels not exceeding 0.5 Sqm in each pane, complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Supply and fixing butt hinges, 100 mm size, made out of extruded aluminum alloy with galvanised mild steel hinge pin, anodised, type C-21, complete all as specified and directed by Engineer-in-charge. |
| 48 | S&F 150 mm aluminum anodized barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-Charge. |
| 49 | S&F 150 mm Extruded aluminium alloy handles (D type), fabricated type complete all as specified and as directed by Engineer-in-Charge. |
| 50 | S&F Sliding door bolt, 250 mm size, Aluminium alloy, anodised, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 51 | S&F Stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire stapless complete all as secified and as directed by Engineer-in-Charge. |
| 52 | M&L for preperation of new steel surface of any description, not otherwise described over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. |
| 53 | M&L for preparation of new or previously untreated wood and wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint (Ordinary tint) over a coat of pink primer complete all as dpecified and as directed by Engineer-in-Charge. |
| 54 | S&F in repair PVC connection, 15 mm bore, 450 mm length with PTMT nuts etc complete all as specified and directed by Engineer-in-Charge. |
| 55 | S&F in repair PVC (SWR) nahani traps/ floor trap 75 mm dia with grating including jointing to waste pipe with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 56 | S&F in repair angle valves, cast copper alloy, chromium plated, screwed dowm, high pressure, with crutch or butterfly handle, suitable for 15 mm bore pipe, fixed complete all as specified and as directed by Engineer-in-charge. |
| 57 | S&F in repair Bib tap, Brass, chromium plated, fancy type, long body with wall flange, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe complete all as specified and directed by Engineer-in-charge. |
| 58 | Supply and fixing in repair bib taps, brass, chromium plated with wall flange, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, complete all as specified and directed by Engineer-in-Charge. |
| 59 | Supply and fixing in repair pillar tap, cast copper alloy, chromium plated, with capstan head, screwed down high pressure with or without lettered ‘Hot’ or ‘Cold’ with long screwed shanks and fly nuts, screwed, suitable for 15 mm bore pipe, complete all as specified and directed by Engineer-in-Charge. |
| 60 | Supply and fixing in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F 15 mm bore tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. |
| 62 | S&F 20 mm bore tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. |
| 63 | S&F 25 mm bore tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. |
| 64 | Taking down PVC eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc. complete all as specified and as directed by Engineer-in-charge. |
| 65 | S&F 110 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or on floor complete all as specified and as directed by Engineer-in-Charge. |
| 66 | S&F 75 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or on floor complete all as specified and as directed by Engineer-in-Charge. |
| 67 | Supply and fixing PVC (SWR) rain water pipe, 110 mm bore, single socketed, in any length with rubber ring joints, fixed to walls with MS clamps made out of flat iron of size 25 mm x 3 mm including nuts, bolts etc., complete all as specified and as directed by Engineer-in-Charge. |
| 68 | S&F 110 mm bore PVC (SWR) bend, fixed to rain water pipe complete all as specified and directed by Engineer-in-Charge. |
| 69 | S&F 75 mm bore PVC (SWR) bend, fixed to rain water pipe complete all as specified and directed by Engineer-in-Charge. |
| 70 | S&F 110 mm PVC(SWR) junction (single T), equal or unequal, with access door, setting and jointing to pipe with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 71 | S&F 75 mm PVC(SWR) junction (single T), equal or unequal, with access door, setting and jointing to pipe with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 72 | S&F PVC (SWR) vent cowl 110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 73 | S&F in repair stack clamps for 75 mm bore pipe, made out of 25 mm x 3 mm size, flat iron round stays, including screws/ nails and securing ends of stays to wall or roof complete all as specified and as directed by Engineer-in-Charge. |
| 74 | S&F in repair stack clamps for 110 mm bore pipe, made out of 25 mm x 3 mm size, flat iron round stays, including screws/ nails and securing ends of stays to wall or roof complete all as specified and as directed by Engineer-in-Charge. |
| 75 | S&F in repair PVC (SWR) gully trap, 75/ 110 mm, setting and jointing with solvent cement, complete all as specified and directed by Engineer-in-charge. |
| 76 | S&F in repair PVC SWR floor traps, 75 mm size with grating including jointing to waste pipe with cement solvent and setting/ fixed in cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) complete all as specified and as directed by Engineer-in-Charge. |
| 77 | S&F in repair PVC valveless, syphonic action type, flushing cistern, 10 litre capacity, low level, white with inlet ball valve, float handle and PVC 'L' type connection pipe complete all as specified and as directed by Engineer-in-charge. |
| 78 | S&F in repair Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) but including pvc seat cover, 'P' or 'S' trap and making good to floor complete all as specified and as directed by Engineer-in-Charge. |
| 79 | Supply and fixing in repair vitreous china squatting pan, “Orissa” pattern, size 580 mm x 440 mm, white, with integral foot rests including PVC 'P' or 'S' trap (excluding flushing cistern and flush pipe) including connection to trap and flushing pipe complete including fixing in concrete complete all as specified and as directed by Engineer-in-charge. |
| 80 | Supply and fixing in repair vitreous china half stall urinal, fixed against wall in cement morter 1:2, securing urinal with and including 60 mm long brass screws, pointing around urinal back in cement with and including brass, CP, waste coupling, 32 mm bore PVC waste pipe and urinal spreader complete all as specified and as directed by Engineer-in-Charge. |
| 81 | S&F Rotational moulded PVC, Triple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with inlet & outlet connections including fittings such as GI tank nipple 150 mm long with washer & plug etc, including taking down of existing tank complete all as specified and as directed by Engineer-in-Charge. |
| 82 | S&F Float/ Ball valves, high pressure, PTMT, ISI marked, with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe of 20 mm bore (minimum weight 210 gm) complete all as specified and as directed by Engineer-in-charge. |
| 83 | Dismantlig old Asbestos cement (corrugated, semi-corrugated etc.,) sheets in roof covering complete all as specified and as directed by Engineer-in-Charge. |
| 84 | S&F Pre-painted galvalume aluminium zinc (AZ-70) coating GI based corrugated steel sheeting, 0.50 mm thick, any colour, having tensile strength 550 Mpa as in roof coverings/ cladding to wall, fixed with self tapping screws etc., including dismantling of old unsv sheet complete all as specified and as directed by Engineer-in-charge. |
| 85 | S&F Fibre glass reinforced translucent corrugated sheeting, 2 mm thick with two corrugations side lap fixed with coach screw and washer in roof, wall etc., fixed all as per manufacturer's instructions and fixed with self tapping steel screws of length not less than 50 mm complete all as specified and as directed by Engineer-in-Charge. |
| 86 | Supply and laying in repair MS Pipe, 50 mm bore, medium grade with all fittings laid in floors or fixed to walls and ceilings etc., complete all as specified and as directed by Engineer-in-Charge. |
| 87 | Taking down copper/ aluminium point wiring (light, fan, socket or power) complete, including fittings and fixtures such as switches, ceiling roses, pendants, regulators, sockets, light fittings etc removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions seperately) and making good disturbed surfaces of wall, floors, etc complete all as specified and as directed by Engineer-in-charge. |
| 88 | Material and labour for point wiring with approved colour code multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade, two run of single core cable for phase & neutral and one run of single core multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade for earth continuity conductor to common earth and connected to earth dolly drawn in and including concealed PVC conduit of suitable size/ bore with all fittings terminated on and including new modular GI metal sunken box of thickness not less than 1.2 mm and suitable size of frame, cover for mounting modular switch, socket and regulator fixed on surface flush with wall, for One light/ bell/ buzzer point controlled by one switch or one fan point controlled by one switch & fan regulator, complete all as specified and as directed by Engineer-in-Charge. |
| 89 | All as per serial item No. 79.00 here-in-before but for socket outlet 3 pin 5 Amps on same board complete all as specified and as directed by Engineer-in-Charge. |
| 90 | All as per serial item No. 79.00 here-in-before but for one socket outlet 3/ 5 pin, 5 Amps on independent board complete all as specified and as directed by Engineer-in-Charge. |
| 91 | All as per serial item No. 79.00 here-in-before but for one socket outlet 3/5 pin, 15 Amps on independent board, size of cable 2.5 sqmm for phase, neutral & 2.5 sqmm as earth wire complete all as specified and as directed by Engineer-in-Charge. |
| 92 | S&F modular switch, one way, 6 Amps, one module, complete all as specified and as directed by Engineer-in-Charge. |
| 93 | S&F modular switch, one way, 16 Amps, one module, complete all as specified and as directed by Engineer-in-Charge. |
| 94 | S&F Modular socket outlet, 3 pin 6 Amps, two module, complete all as specified and as directed by Engineer-in-Charge. |
| 95 | S&F Socket outlet modular type, multipurpose, 3/5 pin, two module, 6/16 Amps complete all as specified and as directed by Engineer-in-Charge. |
| 96 | S&F Modular fan step regulator, 120 watts, 2 module complete all as specified and as directed by Engineer-in-Charge. |
| 97 | S&F Ceiling rose 3 pin, PVC polycarbonate insulated body complete all as specified and as directed by Engineer-in-Charge. |
| 98 | S&F Lamp holder, PVC/ Polycarbonate type with back plate suitable for batten fittings complete all as specified and as directed by Engineer-in-Charge. |
| 99 | S&F LED Bulb, 9 watt, Self Ballasted Retrofit type lamp with PBT body shell and DC Diffuser CCT 6500 K with fitting complete all as specified and as directed by Engineer-in-Charge. |
| 100 | S&F in repair LED light fitting, 1 x 9W/ 1 x 10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge. |
| 101 | Supply and fixing in repair LED light fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light and connecting up with and including three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge. |
| 102 | Supply and fixing in repair LED light fitting, mirror type with high output diffuser, 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp and connecting up with and including three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge. |
| 103 | S&F Recess/ Surface mounted LED, 2' X 2', 36 watt, cool day/warm white light (6000 K), edge lit tile in extruded aluminium/ CRCA steel sheet powder coated housing with full opal diffuser, with heat exchanger unit, LED driver, surge protection complete including taking down old LED panel and making good of disturbed surface complete all as specified and as directed by Engineer-in-Charge. |
| 104 | Disconnecting and taking down old unserviceable DBs/ junction box etc., of any type and size complete along with all MCBs/ MCCBs etc., complete all as specified and as directed. |
| 105 | S&F vertical TPN distribution board, 4 Way, double door, flush mounting with provision for MCCBs incommer 125 to 160 Amp, 415 volts & outgoing MCBs, having IP-54 protection complete all as specified and as directed by Engineer-in-Charge. |
| 106 | S&F MCCB, 4 pole, 3 phase, 415 volts of capacity 160 Amps, 36 KA, Ics=100% with adjustable thermal and magnetic release complete with proper copper thimble connection complete all as specified and as directed by Engineer-in-Charge. |
| 107 | Supply & fixing Pre-wired, factory made sheet metal enclosure for MCB distribution board, double door, 12 way (2+10 way), SPN, 240 Volts, class IP-43 IK 09 with 200 Amp rated copper bus bar and DIN rail neutral link, complete all as specified and directed by Engineer-in-charge. |
| 108 | S&F MCB, single pole and neutral (SP&N), 32 Amp, 240 volts, 10 KA, 'C' series with all incomming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 109 | S&F MCB, single pole (SP), 6 to 32 Amp, 240 volts, 10 KA, 'C' series with all incomming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 110 | S&F MCB, single pole (SP), 40 to 63 Amp, 240 volts, 10 KA, 'C' series with all incomming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 111 | S&F RCBO for earth leakage, overload and short circuit protection, double pole (DP), 63 Amp, 30mA (in accrdance with IS 12640-2 & IEC 61009-1) complete all as specified and as directed by Engineer-in-Charge. |
| 112 | Disconnecting and taking down old unserviceable sub main wiring complete with batten/ conduit of any type and size removing materials and making good disturbed surfaces of walls, floors etc., complete all as specified and directed by Engineer-in-charge. |
| 113 | M&L for Sub main wiring with two runs of single core, PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 4.0 sqmm, LT, 1100 Volts grade, drawn through existing/ new rigid PVC non metallic conduit and one run of 4.0 sqmm, single core, multi stranded copper conductor (FRLSH) cable as earth continuity conductor and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. |
| 114 | M&L for Sub main wiring with two runs of single core, PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 6.0 sqmm, LT, 1100 Volts grade, drawn through existing/ new rigid PVC non metallic conduit and one run of 6.0 sqmm, single core, multi stranded copper conductor (FRLSH) cable as earth continuity conductor and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 115 | M&L for Sub main wiring with two runs of single core, PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 6.0 sqmm, LT, 1100 Volts grade, drawn through existing/ new rigid PVC non metallic conduit and one run of 6.0 sqmm, single core, multi stranded copper conductor (FRLSH) cable as earth continuity conductor and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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