Tender For Special Repair To Building No Ch-90 (Stores Accn), Ch-58, Ch-59 (Jco/ Or Guest Suits), Ch-80 (Officers Guest Suits) And Ch-27 (Block Of Servant Quarter) At Command Hospital Chandimandir Under Ge (U) Chandimandir.
Tender Value
1.42 Crore
Estimated cost
Bid Submission
01 Aug 2026
22 days left
EMD
2.17 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 Building No Ch-90 (Stores Accn), Ch-58, Ch-59 (Jco/ Or Guest Suits), Ch-80 (Officers Guest Suits) And Ch-27 (Block Of Servant Quarter) At Command Hospital Chandimandir Under Ge (U) Chandimandir.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Brick tiles or terracing tiles, single layer on roofs and removal of rubbish (except tiles) off the premises to a distance upto 100 metre complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of Mud in roofs (or complete removal of existing treatment) any thickness, including plastering and leaping (whether full thickness removed or only or part thereof) and removal of rubbish off the premises to a distance upto 100 metre complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Demolition of cement concrete (un-reinforced) in floors/ pavings (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, base of over head tank, roof padding and similar work including all necessary formwork if necessary complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Supply only liquid integral water proofing compound, ISI Marked, complete all as specified. |
| 6 | 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 |
| 7 | (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 |
| 8 | (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 |
| 9 | 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. |
| 10 | 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 |
| 11 | 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, |
| 12 | 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. |
| 13 | Note for Srl item No. 01 to 08: 1. The work shall be carried out to Building Height upto 12 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. 155 to 161. 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 |
| 14 | 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 |
| 15 | 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. |
| 16 | Demolition of brickwork or stone boulder masonary, built in cement mortar including all quions, arches, pillars etc., but excluding ashlar facings including removing debris from the site complete all as specified and as directed by Engineer-in-Charge. |
| 17 | Material and labour for brickwork with Fly Ash bricks (old size bricks), class designation 75, 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. |
| 18 | M&L for Brick work using 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. |
| 19 | M&L for plain cement concrete type 1:2:4, type B-1 (using 20 mm graded stone aggregate), as in copings and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons Laid, bedded and pointed in any mortar etc., complete all as specified and as directed by Engineer-in-Charge. |
| 21 | M&L for 18-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4 all as specified and as directed by Engineer-in-Charge. |
| 22 | Extra over Granite or marble slabs as in rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations etc., complete all as specified and as directed by Engineer-in-Charge. |
| 23 | M&L for Machine cut Kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 15 mm thick bedding in cement mortar 1:6 and pointing in white cement (1:2) using marble dust with admixture of pigment to match the colour of tiles etc., complete all as specified and as directed by Engineer-in-Charge. |
| 24 | M&L Marble work of Baroda green 18 to 20mm (table rubbed and polished) in steps, jambs, pillars, window cills, shelves, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigmented to tile shade over and including 15 mm thick cement screed 1:6 all as specified and directed by Engineer-in-charge. |
| 25 | M&L for Marble work of Baroda green, 18 to 20 mm (table rubbed and polished) as in riser of steps, skirting, dado and pillars, laid and jointed with grey cement slurry over and including 10 mm thick rendering in cement mortar 1:4 and pointing in white cement (1:2) using marble dust with admixture of pigment to match the colour of tiles etc. including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240, including shop coat of zinc chrome red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 28 | S & F framed work such as grills, grating, 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; frame work for water tanks and similar work conforming to Fe-290 Gde E-165 all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for preperation of new steel surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering including stacking properly complete all as specified and as directed by Engineer-in-Charge. |
| 31 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm of mangalore pattern of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall/chajja, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 32 | S&F Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with self tapping coach screws and washers as in roof, wall etc., complete all as specified and directed by Engineer-in-Charge. |
| 33 | Taking down cement plaster of any description on brick or stone walls/ chipping off cement concrete in any situation, etc. including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed by Engineer-in-Charge. |
| 34 | M&L for rendering 15 mm thick in Cement Mortar 1:4 mixed with water proofing compound as per manufacturer's instructions on fair faces of concrete/ brick surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.Note: WPC shall be measured and paid separately. |
| 35 | M&L for 5 mm thick rendering in ceiling in cement mortar 1:3 on fair faces of brick work or concrete surfaces and finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 36 | M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement (Internal surfaces), complete all as specified and as directed by Engineer-in-charge. |
| 37 | M&L for preparation of newly plastered surfaces of wall and applying two coats of oil bound distemper over 01 mm thick cement based wall putty complete all as specified and as directed by Engineer-in-Charge. |
| 38 | M&L for preparation of newly plastered ceiling surfaces and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 39 | M&L for preparation of newly plastered surfaces of walls and applying two coats of acrylic emulsion/ weather (1st quality) coat over one coat of alkali resistant primer complete all as specified and as directed by Engineer–in-Charge. |
| 40 | M&L for preparation of old treated surfaces of ceilings and applying one coat of white wash, complete all as specified and as directed by Engineer-in-Charge. |
| 41 | M&L for Complete removal of existing treatment from wall surfaces and applying two coats of Oil bound Distemper, white or tinted (as ordered) over one coat of primer over and including 1 mm thick uniform layer of cement based wall care putty as preparatory to distemper on surfaces of wall including necessary scafolding and safety arrangements complete all as specified and directed by Engineer-in-charge. |
| 42 | M&L for Complete removal of existing treatment from wall surfaces and two coats of acrylic emulsion (1st quality) over one coat of alkali resistant primer complete all as specified and directed by Engineer-in-charge. |
| 43 | 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. |
| 44 | Material and labour for 25 mm thick plain cement concrete 1:2:4, type B-0 (using 12.50 mm graded stone aggregate) as in levelling courses, finished even & rough to receive topping layer complete all as specified and as directed by Engineer-in-Charge. |
| 45 | M&L Non-skid Ceramic coloured 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. |
| 46 | M&L for double charged vitrified ceramic coloured tiles, 8-9 mm thick (square/ rectangular) polished, area of each tile exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade 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. |
| 47 | All as per Srl item No. 39.00 here-in-before but on vertical surface such as skirting, dado over and including 10 mm thick cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 48 | M&L for Glazed ceramic coloured tiles in vertical surface 350 mm x 250 mm x 7 mm/ 450 mm x 300 mm x 7 mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tile over and including 10 mm thick rendering in cement mortar 1:4 complete all specified and as directed by Engineer-in-Charge. |
| 49 | M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 50 | M&L for 75 mm thick plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in floors, plinth protection (finished even and fair) laid in panels including joints filled with sealing compound grade 'A' complete all as specified and as directed by Engineer-in-Charge. |
| 51 | M&L for Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paverblocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by Engineer-in-Charge. |
| 52 | 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. |
| 53 | S&F PVC (SWR) pipe, 110 mm bore, single socketed in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-Charge. |
| 54 | S&F 75 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to wall including clamps as required complete all as specified and as directed by Engineer-in-Charge. |
| 55 | S&F 110 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to wall including clamps as required complete all as specified and as directed by Engineer-in-Charge. |
| 56 | S&F PVC (SWR) bend in any radius 75 mm dia. complete all as specified and as directed by Engineer-in-Charge. |
| 57 | S&F PVC (SWR) bend in any radius 110 mm dia. complete all as specified and as directed by Engineer-in-Charge. |
| 58 | S&F 75 mm bore PVC (SWR) branch pieces, single socketed, (single Y), equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 59 | S&F 110 mm bore PVC (SWR) branch pieces, single socketed, (single Y), equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 60 | S&F 75 mm bore PVC (SWR) branch pieces, single socketed, (double Y), equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F 110 mm bore PVC (SWR) branch pieces, single socketed, (double Y), equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 62 | S&F PVC (SWR) T junction (double T), 75 mm bore, equal or unequal, complete all as specified and as directed by Engineer-in-Charge. |
| 63 | S&F PVC (SWR) T junction (double T), 110 mm bore, equal or unequal, complete all as specified and as directed by Engineer-in-Charge. |
| 64 | S&F PVC (SWR) Reducer, 110 mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 65 | S&F PVC (SWR) vent cowl, 75 mm dia complete all as specified and as directed by Engineer-in-charge. |
| 66 | S&F PVC (SWR) 110 mm vent cowl complete all as specified and as directed by Engineer-in-Charge. |
| 67 | S&F in repair Stack clamps out of 50 x 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 110/ 75 mm dia pipe, complete all as specified and as directed by Engineer-in-Charge. |
| 68 | Taking down chowkhats or frames of area not exceeding 1.5 Sqm each (without taking off shutters from the frame) complete all as specified and as directed by Engineer-in-Charge. |
| 69 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.50 sqm but not exceeding 4.00 sqm each including making good the disturbed surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 70 | S&F Pressed steel frames for doors (size of frame 105 x 60 mm) with one or more rebates including necessary fixing hinges, lugs, lock, strike plate, hold fasts, peg etc including PCC 1:3:6 type C-0 (using 12.50 mm graded stone aggregates) for back filling of chowkat complete all as specified and directed by Engineer-in-charge. |
| 71 | S&F flush shutters, 35 mm thick, solid core construction with particle board core and plywood face panels commercial type on both sides with lipping/ frame to match complete all as specified and as directed by Engineer-in-Charge. |
| 72 | S&F 35 mm thick 2nd class hardwood Glazed and skeleton shutters for doors, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) complete as specified and as directed by Engineer-in-Charge. |
| 73 | S&F solid PVC door frame of size 50 x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube complete all as specified and as directed by Engineer-in-Charge. |
| 74 | S&F 30 mm thick (style thickness) factory made solid panel PVC shutter consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side & as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the stiles and rails with suitable PVC sheets beading and joined together with solvent cement as per specification and drawing given on MES schedule Part–II (2010) complete all as specified and as directed by Engineer-in-Charge. |
| 75 | M&L for Preparation of new wood & wood based surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-charge. |
| 76 | S&F 100 mm size butt hinges, medium weight, stainless steel complete all as specified and as directed by Engineer-in-Charge. |
| 77 | S&F 100 mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-Charge. |
| 78 | S&F extruded aluminium alloy handles, fabricated type, anodised, 150 mm size, ISI marked, complete all as specified and as directed by Engineer-in-Charge. |
| 79 | S&F Aluminium alloy, anodised sliding door bolts, 250 mm long with hasp and staple (bolt type) and fixing clips of sheet cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy, ISI marked, complete all as specified and as directed by Engineer-in-charge. |
| 80 | S&F anodized aluminium frame with Powder Coating (minimum thickness of powder coating 50 micron) for doors, windows, ventilators, partitions etc., with one or more rebates including joining cleat for fixing etc., complete all as specified and as directed by Engineer-in-Charge.Note:- Weight of Aluminium section shall be ascertained by the BOO convened by the GE. |
| 81 | S&F Anodised aluminium powder coating of any color window and ventilator shutter fixed type/ sliding type without sash bar, aluminium section weighing 0.55 Kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc., complete all as specified and as directed by Engineer-in-Charge. |
| 82 | S&F 4.8 mm thick, tinted sheet glass, ordinary quality and glazing with silicon sealent, fixed in any frame as in windows/ ventilators, size in squares not exceeding 0.5 Sqm in each pane complete all as specified and as directed by Engineer-in-charge. |
| 83 | S&F Figured glass, 3.0 mm thick, pin head type and glazing with oil putty in squares not exceeding 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-Charge. |
| 84 | S&F stainless steel wire cloth, 0.36mm nominal dia. of wire and average width of aperture 1.40mm fixed with tinned tacks, or stainless steel wire staples including all cuttings, wastage, etc complete all as specified and as directed by Engineer-in-Charge. |
| 85 | Taking up or down 15/25 mm bore steel tubing with connections or fittings from wall, ceiling, floor etc., including removal from site, complete all as specified and as directed by Engineer-in-Charge. |
| 86 | Supplying and fixing 20 mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings including cutting, threading and fixing as required on walls/ ceiling or laying in floors complete all as specified and as directed by Engineer-in-Charge. |
| 87 | Supply and fixing 25 mm bore tubes \\"medium grade\\" galvanized with and including all fittings complete to walls and ceiling or laid in floors complete all as specified and as directed by Engineer-in-Charge. |
| 88 | Cutting chases, pinning in, of brick walls or concrete surfaces, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of inserting sheets, landings, steps, sills, sunshades, shelves, lintels, etc.; for concealed water tubing, concealed conduit wiring etc., and making good, cutting not exceeding 10 cm girth complete all as specified and directed by Engineer-in-Charge. |
| 89 | S&F CPVC brass elbow suitable for 20 mm CPVC Pipe (outer dia) complete all as specified and as directed by Engineer-in-Charge. |
| 90 | S&F CPVC brass elbow suitable for 25 mm CPVC Pipe (outer dia) complete all as specified and as directed by Engineer-in-Charge. |
| 91 | S&F CPVC Brass Tee for 20 mm (outer dia) for CPVC pipe connection complete all as specified and as directed by Engineer-in-Charge. |
| 92 | S&F CPVC Brass Tee suitable for 25 mm (outer dia) CPVC pipe connection complete all as specified and as directed by Engineer-in-Charge. |
| 93 | S&F CPVC Ball valve, suitable for 25 mm (outer dia) CPVC pipe complete all as specified and as directed by Engineer-in-Charge. |
| 94 | S&F Male Brass Threaded adaptor (MTA/ MBTA), 20 mm (outer dia) for CPVC pipe complete all as specified and as directed by Engineer-in-Charge. |
| 95 | S&F Male Brass Threaded adaptor (MTA/ MBTA), 25 mm (outer dia) for CPVC pipe complete all as specified and as directed by Engineer-in-Charge. |
| 96 | S&F Female Brass threaded adaptor (FTA/FBTA), 20 mm (outer dia) for CPVC pipe complete all as specified and as directed by Engineer-in-Charge |
| 97 | S&F Female Brass threaded adaptor (FTA/FBTA), 25 mm (outer dia) for CPVC pipe complete all as specified and as directed by Engineer-in-Charge |
| 98 | S&F Tank adaptor, 25 mm (outer dia) for CPVC connection complete all as specified and as directed by Engineer-in-Charge. |
| 99 | S&F in repairs vitreous china wash down water closet pan (Pedestal Pattern), white including plastic water closet seat cover, black, closed pattern with flat bottom with mild steel chromium plated or aluminised hinging device and fixing with all joints to WC pan complete all as specified and as directed by Engineer-in-Charge. |
| 100 | S&F in repair PVC 10 litres capacity syphonic action type flushing cistern, low level with inlet, ball valve and float including brackets, flush pipe of PVC 32mm bore and connection to WC pan complete all as specified and as directed by Engineer-in-Charge. |
| 101 | S&F in repair vitreous china wash basin, white, flat back, size 550 x 400 mm including waste fitting brass chromium plated and fixing with new brackets including cutting and pinning in ends of brackets complete complete all as specified and as directed by Engineer-in-Charge. |
| 102 | S&F in repair Pillar taps, 15 mm bore, cast copper alloy, chromium plated, fancy type with capstan heads, 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 as directed by Engineer-in-charge. |
| 103 | S&F in repair soap dish, brass, chromium plated, fixed to plugs with brass chromium plated screws complete all as specified and directed by Engineer-in-Charge. |
| 104 | Supply and fixing in repair two way bib taps, brass (including fixing arrangement of health faucet), fancy type, long body with wall flange, chromium plated, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, fixed, complete all as specified and as directed by Engineer-in-charge. |
| 105 | Supply and fixing in repair bib taps, cast copper alloy, fancy type, chromium plated, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, complete all as specified and as directed by Engineer-in-charge. |
| 106 | S&F concealed Stop cock for shower, cast copper alloy, fancy type, chromium plated with long shank and cup,screwed down, high pressure, screwed both ends for iron pipe or for union, suitable for 15 mm bore pipe and fixed in repair, complete all as specified and as directed by Engineer-in-Charge. |
| 107 | Supply and Fixing in repair brass chromium plated shower rose, 125 mm size, with swivel joints, fixed to steel pipe or union 15 mm bore with and including 195 mm long arm, complete all as specified and as directed by Engineer-in-Charge. |
| 108 | S&F Towel rail 600 mm long, 20 mm dia, ‘D’ type, brass, chromium plated, fixed to walls with screws and plastic cleats, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge. |
| 109 | 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. |
| 110 | M&L PVC (SWR) floor trap 100 mm dia, plain with grating including jointing to waste pipe fixed with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 111 | S&F in repair sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long complete all as specified and as directed by Engineer-in-Charge. |
| 112 | Supply and fixing bevelled edge mirror of size 450 mm x 600 mm of selected quality glass of 5.5 mm thick, each providing 04 Nos holes on corner, fixed with 4 Nos of 3 inch screws and rawl plugs including 4 Nos good quality SS Cap (on screw head) etc, complete all as specified and directed by Engineer-in-Charge. |
| 113 | S&F in repair curtain rods 20mm dia of mild steel chromium plated with fixing brackets, stop rollers etc. complete all as specified and as directed by Engineer-in-Charge. |
| 114 | S&F brackets, brass, chromium plated, fancy type for curtain rods complete all as specified and as directed by Engineer-in-Charge. |
| 115 | M&L for Cutting into existing manholes for connecting new drains 100 mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4, type B-1 smooth finished & reforming benching as required complete all as specified and directed by Engineer-in-charge. |
| 116 | Supply and fixing in repair PVC waste pipe, 32/ 40 mm bore and 750 mm long complete all as specified and directed by Engineer-in-charge. |
| 117 | Disconnecting existing tanks exceeding 500 litres and not exceeding 1000 litres, setting aside (or lowering if required) for repair, cleaning etc., and hoisting if required, reconnecting and re-fixing in position, complete all as specified and directed by Engineer-in-Charge. |
| 118 | S&F in repair sinks made of stainless steel l.0 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 510mm x 510mm bowl size 460 mm x 460 mm x 230 mm complete all as specified and as directed by Engineer-in-Charge. |
| 119 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided and removal of debris to a distance of 100 metre where directed complete all as specified and as directed by Engineer-in-Charge. |
| 120 | Use and waste of Formwork to side and soffits of floor or floor beam, beam, haunchings, girders, breassemers, lintel, cantilever, shelves including supports, overhanging etc., also splays between floors and beams etc complete all as specified and directed by Engineer-in-charge. |
| 121 | M&L for mild steel TMT bars 10 mm dia and over, 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 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 122 | Dismantling boarding any description, fixed in any position fixed with nails complete all as specified and as directed by Engineer-in-charge. |
| 123 | M&L for perforated particle board/ tiles, 12 mm thick for insulation and acoustic purpose 60 x 60 cm size fixed with screw to aluminium frame work or staples on snap grid in ceiling complete all as specified and directed by Engineer in charge. |
| 124 | M&L for gunting work with micro concrete work to RCC work in columns, beams chajjas, balconies, slabs landing etc by removing loose concrete including removing rust with short blasting and cleaning of surface with wire brush and applying epoxy treatment to rusted reinforcement and including S&F welded wire mesh fabric or wire not less than 95 x 95 x 3 mm adhesive plaster grade for concrete admixture and providing gunting pressure 2.00/ 2.50 kg/Sqcm with mixture 1 part of cement and 7/2 part of sand and thickness 50 mm average and making the surface even and smooth including necessary form work and scaffolding upto 3 stories building and 5 mm thick plaster over repaired surface complete all as specified by Engineer-in-Charge. |
| 125 | M&L for Rebuilding the section of damaged RCC elements to its original size or as directed by Engineer-in-Charge in thickness exceeding 40 mm but not exceeding 200 mm by providing and casting with pre-packed dual shrinkage compensated micro concrete of minimum grade of M40 and above including providing and fixing of watertight foam faced finish shuttering of minimum 18 mm thick with supporting framework, all lead and lift, mixing, placing, deshuttering, leveling the surface by grinding off cementitious slurry of construction joints differences if any to satisfaction of Engr-in-Charge, curing etc., complete all as specified and as directed by Engineer-in-Charge. |
| 126 | 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 all as specified in SSR Part I, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc and including 20 mm size Ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe including dismantling existing water tank complete all as specified and directed by Engineer-in-Charge. |
| 127 | S&F door closer, hydraulically regulated, aluminium (extruded section) body, designation No. 3, universal type, suitable for top hung cabinet shutter upto 700 mm in width and of weight not more than 35 Kg complete all as specified and as directed by Engineer-in-Charge. |
| 128 | Taking down carefully old and unserviceable copper/aluminium point wiring for light/ fan/ socket or power point complete including fittings such as switches, ceiling rose, pendents, regulators, sockets, bell, etc and making good disturbed surface of walls. floors etc to match with the existing surface complete all as specified and as directed by Engineer-in-Charge. |
| 129 | Point wiring complete with 1.5 sq.mm PVC insulated unsheathed multi-stranded FRLSH copper conductor 1100 Volts grade, ISI marked, drawn through and including suitable dia of rigid PVC conduit medium grade and conduit accessories, concealed in stone / brick masonry walls, roofs, floors etc, by means of saddles and clips etc, including provision of modular metal flush boxes with modular frame plate and white cover of required modules for housing switches, sockets, regulators etc., including 1.5 sq.mm PVC insulated unsheathed multi-stranded FRLSH copper conductor cable as earth continuity conductor for One light/ bell point controlled by one switch/ one fan point controlled by one switch and fan regulator and connecting to common earth dolly, complete all as specified and as directed by Engineer-in-Charge. |
| 130 | All as per serial item No 122.00 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. |
| 131 | All as per serial item No 122.00 here-in-before but for one socket outlet 3/ 5 pin, 5 Amps on same board |
| 132 | All as per serial item No 122.00 here-in-before but One bell/ buzzer point controlled by one push button on the same board. |
| 133 | All as per serial item No 122.00 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. |
| 134 | S&F Modular switch, 6 Amps, one way, one module, complete all as specified and as directed by Engineer-in-Charge. |
| 135 | S&F Modular switch, 16 Amps, one way, one module, complete all as specified and as directed by Engineer-in-Charge. |
| 136 | S&F Modular Bell push, 6 Amps, one way, one module, complete all as specified and as directed by Engineer-in-Charge. |
| 137 | S&F electric call bell/ buzzer, AC, 230 volts, complete all as specified and as directed by Engineer-in-Charge. |
| 138 | S&F modular socket, 6 Amps, 2/3 pin, combined 2 module complete all as specified and as directed by Engineer-in-Charge. |
| 139 | S&F modular socket, 6/16 Amps, 2/3 pin, single pole, combined, 2 module complete all as specified and as directed by Engineer-in-Charge. |
| 140 | S&F modular fan regulator, step type, 120 W, 2 module, complete all as specified and as directed by Engineer-in-Charge. |
| 141 | S&F ceiling rose, 65 x 50 mm three terminals, PVC/ polycorbonate, isolated body complete all as specified and as directed by Engineer-in-Charge. |
| 142 | Supply and fixing LED light fitting, mirror type with high out put diffuser, 2 feet, 10 Watt, 220 V, AC, decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed by Engineer-in-Charge. |
| 143 | Supply and fixing LED light fitting, 1 x 20 Watt, 220V, AC decorative box type with driver, 4 feet length, holder includig LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge. |
| 144 | S&F in repair LED light fitting 1x 9W/ 1x 10W bulkhead luminaries including LED light driver connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge. |
| 145 | Supply and fixing LED street light fitting, 35 Watt, 230 V, AC, outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed by Engineer-in-Charge |
| 146 | S&F powder coated sheet metal encloser for MCB distribution board, SPN, 12 Way, Double door, with 200 Amps rated bus-bar, neutral link, earth bar and din rail, cable ties for cable management, conforming to IS-8623-II, IP-43 protection including taking down old unsv DB complete all as specified and as directed by Engineer-in-Charge. |
| 147 | S&F RCBO 'A' type (SPN-2M) 40 Amp, 30 mA (in accordance with IS-12640-2 & IEC 61009-1) 240V/ 415V, 50 Hz with 10 kA short circuit capacity all as specified and as directed by Engineer-in-charge. |
| 148 | S&F VTPN DB, 8 way, with MCCB as incommer, metal door, ready to use DBs provided with Neutral Bar, Mechanical Impact Strength IK-08, Insulated busbar assembly, cement spill protector, color-coded interconnecting wire set, cable ties blanking plates and circuits identification labels suitable for 4 pole MCCB's upto 250 Amp as Incommer and MCBs (TP/SP) as outgoing, IP 43 protection, conforming to IS 8623-1 & 3, IEC 61439-1 & 3 including complete including taking down of exisitng old DBs complete all as specified and as directed by Engineer-in-Charge. |
| 149 | S&F VTPN DB, 8 way, with MCCB as incommer, metal door, ready to use DBs provided with Neutral Bar, Mechanical Impact Strength IK-08, Insulated busbar assembly, cement spill protector, color-coded interconnecting wire set, cable ties blanking plates and circuits identification labels suitable for 4 pole MCCB's upto 160 Amp as Incommer and MCBs (TP/SP) as outgoing, IP 43 protection, conforming to IS 8623-1 & 3, IEC 61439-1 & 3 including complete including taking down of exisitng old DBs complete all as specified and as directed by Engineer-in-Charge. |
| 150 | S&F MCCB, 4 pole, 3 phase, 415 volts of capacity 200 Amps, 36 KA with adjustable thermal and magnetic release, Ics=100% of Icu with spreader & rom, complete with proper cooper thimble connection complete all as specified and as directed by Engineer-in-Charge. |
| 151 | S&F MCCB, 4 pole, 3 phase, 415 volts of capacity 100 Amps, 16 KA with adjustable thermal and magnetic release, Ics=100% of Icu with spreader & rom, complete with proper cooper thimble connection complete all as specified and as directed by Engineer-in-Charge. |
| 152 | Supply and fixing MCB, Tripple pole & neutral (TPN), 40 to 100 Amps, 240 volts, C series, 10 kA rupturing capacity, complete all as specifed and as directed by Engineer-in-Charge. |
| 153 | S&F MCB Single Pole and Neutral (SPN) 40-63 Amps, 240 Volt, 'C' Curve with rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-Charge. |
| 154 | S&F MCB Single Pole (SP) 06-32 Amps, 240 Volt 'B' Curve with rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-Charge. |
| 155 | S&F single pole and neutral sheet metal enclosure with a two pin and earth plug and socket complete with one number single pole MCB 20 Amps, 240 Volts for AC/ Geyser point complete all as specified and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 156 | S&F single pole and neutral sheet metal enclosure with a two pin and earth plug and socket complete with one number single pole MCB 20 Amps, 240 Volts for AC/ Geyser point complete all as specified and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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