Tender For Provn Of Wing Wall Connecting From Gurudwara To B Mess Area And Addn/ Altn To Gate, Sentry Post Alongwith Boundary Wall With Allied Other Works Near P-2 Of Ch (Nc) Under Ge (Utilities) Udh Ur.
Tender Value
19.32 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
12 days left
EMD
38651
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Wing Wall Connecting From Gurudwara To B Mess Area And Addn/ Altn To Gate, Sentry Post Alongwith Boundary Wall With Allied Other Works Near P-2 Of Ch (Nc) Under Ge (Utilities) Udh Ur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | DATE CORRIGENDUM | Date | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE Utilities Udhampur Name of Work: Provn of wing wall connecting from Gurudwara to 'B' Mess Area and Addn/ Altn to Gate, Sentry Post alongwith boundary wall with allied other works near P-2 of CH (NC) under GE (Utilities) Udhampur. Contract No: GE/U-93/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge. |
| 3 | Surface dressing n.exc 0.15 m deep and site clearance getting out in soft /loose soil complete all as specified and directed by Engineer-in-charge. |
| 4 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) in foundation, complete all as specified and directed by Engineer-in-charge. |
| 5 | Removing excavated materials not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed by Engineer-in-charge. |
| 6 | Returing and filling in including spreading, levelling watering and well ramming in layers n.exc 25CM in hard dense soil, complete all as specified and directed by Engineer-in-charge. |
| 7 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, 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 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete. |
| 8 | M&L Filling Hardcore under floor with broken brick of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge |
| 9 | Material & Labour for 75 mm thick PCC type D-2, 1:4:8 (using 40 mm graded aggregate), provided for sub base complete all as specified and directed by Engineer-in-charge. |
| 10 | S & F of RCC pipes, class NP-3 laid and jointed complete with collars of 600 mm dia and testing complete all as specified and directed by Engineer-in-charge. |
| 11 | Concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C2 for bore of pipes 600mm dia complete all as specified and directed by Engineer-in-charge. |
| 12 | S & F of RCC pipes, class NP-3 laid and jointed complete with collars of 300 mm dia and testing complete all as specified and directed by Engineer-in-charge. |
| 13 | Concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C2 for bore of pipes 300mm dia complete all as specified and directed by Engineer-in-charge. |
| 14 | M & L RCC (design mix) M-25 as in foundation including rart, footing, foundation beam, plinth, bases for column etc complete all as specified and directed by Engineer-in-charge. |
| 15 | M & L RCC (design mix) M-25 as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-charge. |
| 16 | M & L RCC (design mix) M-25 as in beams, bressumers, cantilevers, lintels over 1.5m span complete all as specified and directed by Engineer-in-charge. |
| 17 | M & L Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. rough finished, complete all as specified and directed by Engineer-in-charge. |
| 18 | Use and waste M&L for Formwork to flat sides with rough finish surface of concrete foundations, footings, bases of columns, raft and raft beams sides and soffits (if any) of foundation complete all as specified and directed by Engineer-in-charge. |
| 19 | Use and waste for Formwork to sides of pillars,posts, struts, piers, columns and stanchions with rough finish surface complete all as specified and directed by Engineer-in-charge. |
| 20 | M & L 25mm thick bitumen filler for crumple joint in column surface complete all as specified and directed by Engineer-in-charge. |
| 21 | M&L mild steel TMT bars 10mm dia and over cut to length , bent to shape required, including cranking, bending spirally and binding with and incl mild steel wire (annealed) not less than 0.9mm dia. complete all as specified and directed by Engineer-in-charge. |
| 22 | M&L mild steel TMT bars 6mm to 8mm dia cut to length , bent to shape required, including cranking, bending spirally for stirrups and binding with and incl mild steel wire (annealed) not less than 0.9mm dia. complete all as specified and directed by Engineer-in-charge. |
| 23 | M&L for cement concrete type B1 1:2:4 (using 12.5 mm gradded aggregate), in coping, filling, flooring etc complete all as specified and directed by Engineer-in-charge. |
| 24 | Dismatling (Macanically or manualy) and Erection & re-fixing of framed work as in doors or gates of angle or other section with gusset plates, rails, braces, incl prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastenig Fe-410-W (Gde quality 'A') complete all as specified and directed by Engineer-in-charge. |
| 25 | Welding in repairs to structural members, exc. 2.5 cm. but n. exc 5 cm. in length, thickness of metal to be welded n.exc 6 mm complete all as specified and directed by Engineer-in-charge. |
| 26 | M&L ornamental, locking:suitable locking arrangements including center and outer rests, drop bolts (minimum 20mm dia) and locking eyees, Wheels: sliding gate required heavy duty 75x50mm MS wheels with ball/floor bearing moving on a guiding track and making Ornamental accents -Spears & finials- Top mounted accessories for a traditional look, scrolls & Rins- Decorative scrolls, often in sets, applied to the top or moddle of the gate, complete all as specified and directed by Engineer-in-charge. |
| 27 | S&F of 1.25mm thick plain black sheeting in as using door shutter covering including welding or solderd as straight flashing complete all as specified and directed by Engineer-in-charge. |
| 28 | S & F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work for ornamental and intricate design conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-charge. |
| 29 | M&L for two coats of synthetic enamel paint over a coat of red oxide including preparation of new steel surfaces exceeding 10 CM girth or width in different tints complete all as specified and directed by Engineer-in-charge. |
| 30 | Providing and laying premium-quality machine-cut \\"Z\\" Black Granite stone slabs of uniform deep black color and micro-granularity, 18mm to 20mm thick. Fixed using high-bond, non-sag vertical-grade Type 4T adhesive combined with SS-304 or brass mechanical pins/dowels for structural anchoring. Joint uniformity maintained via 2mm to 3mm PVC spacers. Grouting with stain-proof, three-component pigment-blended epoxy grout. Rate includes double-tier scaffolding, table rubbing, vertical alignment checks, 45° mitered corners where required, sequential surface polishing to a mirror finish, and site cleanup complete. |
| 31 | Demolition of brick work or stone /boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc, complete all as specified and directed by Engr-in-charge. |
| 32 | M&L for Pre-cast cement concrete block masonry with solid blocks of Grade C, Type C1 (nominal mix 1:3:6 using 20 mm nominal size graded crushed stone aggregate), exceeding 10 cm in width, laid and set in cement mortar 1:4 (1 cement : 4 coarse sand), including raking out joints, curing, providing necessary staging, scaffolding, quoins, jambs, and closures. The masonry blocks shall strictly conform to IS 2185 (Part 1): 2005 for physical characteristics, and the construction workmanship shall be executed in strict compliance with IS 6041: 1985. |
| 33 | Providing and applying 12 mm thick plastering using polymer-modified ready-mix mortar, integrated with an approved liquid integral waterproofing compound (e.g., Dr. Fixit LW+ / UltraTech Seal & Dry). The waterproofing liquid must be blended into the gauging water first at a dosage of 160 ml per 40 kg bag (or as per manufacturer's specification) before mixing with the dry mortar. The substrate must be thoroughly cleaned, de-dusted, and pre-wetted prior to manual application with standard masonry tools. The plaster shall be finished to a true line, level, and plumb using an aluminum float, followed by controlled water curing for 2 to 3 days. The final surface must be uniform, crack-free, water-resistant, and executed in strict compliance with IS 1661 and manufacturer guidelines. Make UltraTech Readiplast Pro or equivalent |
| 34 | Providing and applying 10 mm thick plastering using polymer-modified ready-mix mortar. Surface preparation includes the removal of all oil, dirt, dust, laitance, and bond-inhibiting agents using a wire brush or water jetting, followed by pre-wetting the dry substrate. The material must be mechanically mixed with 17–19% clean water by weight for 2–3 minutes to achieve a lump-free, uniform consistency. The mixed mortar shall be applied using standard aluminum floats, trowels, and spatulas within its specified pot life to achieve a uniform line, level, and plumb finish. The quoted rate must be fully inclusive of all materials, mechanical mixing tools, specialized application equipment, scaffolding at all heights, curing, wastage, and clean-upMake: Ultra Tech Readiplast Pro or equivalent. |
| 35 | M & L preparation of new plaster surface of walls etc and applying two coats of cement base paint over a coat of alkali resistent primer complete all as specified and directed by Engineer-in-charge. |
| 36 | S&F mild steel works as in posts and struts in fencing including cutting tops to shape as directed drilling holes notching for wire fencing/chain link fencing etc flat iron fillets (for securing chain link fencing etc) including all necessary drilling, bolting or reveting, welding etc and embeding in concrete and securing etc. and similar works with GI pipe conforming to Fe- 410-0 or Fe-310-0. complete all as specified and directed by Engineer-in-charge. |
| 37 | Fixing only mild steel works as in posts and struts in fencing including cutting tops to shape as directed drilling holes notching for wire fencing/chain link fencing etc flat iron fillets (for securing chain link fencing etc) including all necessary drilling, bolting or reveting, welding etc and embeding in concrete and securing etc. and similar works conforming to Fe- 410-0 or Fe-310-0. complete all as specified and directed by Engineer-in-charge. |
| 38 | S & F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) for flate /curve trussess including distance pieces, cleats etc -Fe-410 W(Gde E- 250. complete all as specified and directed by Engineer-in-charge. |
| 39 | Supply and fix for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00mm dia, barbs at 75mm spacing and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossings with and provision of galvanized mild steel wire, complete all as specified and directed by Engineer-in-charge.NOTE: Each line wire to be measured separately. |
| 40 | Fixing only for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00mm dia, barbs at 75mm spacing and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossings with and provision of galvanized mild steel wire, complete all as specified and directed by Engineer-in-charge.NOTE: Each line wire to be measured separately. |
| 41 | S&F Concertina coil fencing (600 to 1000mm dia) , streched to 6 mtr length , having 50 nos spiral furns per 6 mtr length , spring core wire of high tensile strength of 1620 N/Sqmm with tape (052mm thick) hot dipped galvanised upto 20 microns, weight of each coil 8.50 kg and fixing the same on Y- pickets of angle iron secured with GI clips and staples @ 5 nos per spiral turn including necessary binding wire complete all as specified and directed by Engineer-in-charge. |
| 42 | Providing and fixing machine-made, UV-stabilized, fire-retardant Fibre Glass Reinforced Plastic (GFRP) translucent corrugated sheeting of 2 mm thickness, conforming to IS: 12866. The sheets shall be manufactured using high-grade unsaturated polyester resin (IS: 6746) reinforced with alkali-free glass fibers (min. 25% glass content), featuring a protective anti-aging film on the exposed surface. The profile shall be accurately fixed over curved roofs, walls, or valleys with a minimum two-corrugation side lap, using 8mm dia galvanized iron 'J' or 'L' hooks, or SS-304 self-tapping screws fitted with EPDM and GI limpet washers. The installation must ensure absolute structural stability and a watertight seal at all joints using non-hardening silicone sealant, completed at all levels, heights, and shapes as per drawing specifications and directed by the Engineer-in-Charge. |
| 43 | Providing and fixing exterior-grade, fire-retardant Aluminium Composite Panel (ACP) cladding of specified colour of overall 4 mm thickness, conforming strictly to IS 17682:2021. The panel shall comprise a 3.0 mm fire-retardant mineral-filled core sandwiched between two high-strength aluminium alloy sheets, each having a minimum skin thickness of 0.5 mm. The front exposed face shall feature a factory-precoated multi-layer PVDF coating (min. 25-micron thickness), and the panel shall be fabricated into cassettes by V-groove routing. These cassettes shall be securely mounted onto an engineered sub-frame of heavy-duty galvanized iron or extruded aluminium sections anchored firmly to the masonry wall using expansion bolts. All expansion joints shall be packed with polyethylene backer rods and flush-sealed completely with premium, non-staining weather-silicone sealant to ensure a fully weather-tight system, completed at all heights and geometries as per architectural drawings and directed by the Engineer-in-Charge. |
| 44 | Providing and fixing 3D backlit fabricated English lettering up to 18\\" (450 mm) height, constructed from Grade-304 Stainless Steel sheets (minimum 1.0 mm thick) with a premium Titanium Gold PVD finish in mirror/brushed textures, featuring a minimum 50 mm return depth. The back of the letters shall be fitted with waterproof IP67 LED modules (Samsung/Osram or equivalent) yielding crisp warm/cool white halo illumination, wired securely to an industrial-grade IP67 12V/24V power driver concealed within the framework. The entire layout shall be mounted via standoff studs onto a custom-fabricated background ACP box (min. 4 mm thick exterior grade) structured around a rust-inhibited 25x25mm MS hollow member grid. The setup includes all wiring, conduits, masonry anchor fasteners, weather sealants, and connections, complete at all levels and heights as per approved signage drawings and directed by the Engineer-in-Charge. |
| 45 | Providing and fixing heavy-duty 3D fabricated backlit architectural signage elements up to 36 inches (900 mm) height, including English lettering ('B' Mess) and an accompanying proportioned MES logo insignia. All face and return elements shall be precision-laser cut from 1.2 mm thick Grade-304/316 Stainless Steel sheets featuring a minimum 2 to 3-inch side depth, finished with a premium weather-resistant Titanium Gold PVD mirror/brushed coating. The units shall be fitted with waterproof IP67 LED modules to cast uniform backlit halo illumination, wired via concealed conduits to a heavy-duty IP67 power driver. The entire assembly shall be securely anchored to the structural wall using heavy-gauge concealed stainless steel standoff stud mountings, including all structural core drilling, weatherproof silicone grouting, and terminal electrical connections, complete all as per approved layout drawings and directed by the Engineer-in-Charge. |
| 46 | S&F Mild steel, sheet eaves gutters 150mm dia, galvanised class 3, half round with rounded edges thickness of sheet 1.25 mm, complete all as specified and directed by Engineer-in-charge. |
| 47 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engineer-in-charge. |
| 48 | Dismantling posts or struts (Steel or RCC, ) any section embedded in concrete, including taking out embeded portion and making good disturbed ground and preparing post holes for providing new posts in any type of soil ccomplete all as specified and directed by Engineer-in-charge. |
| 49 | Taking down carefully old galvanised stranded steel barbed wire from old RCC posts and removing from site complete all as specified and directed by Engineer-in-charge. |
| 50 | Providing, fabricating and fixing openabe MS drain covers/manhole covers, using 6 mm MS chequered plate supported on MS angle 50x50x6 mm frame, securely anchored to walls with M10/M12 mechanical/chemical fasteners at 300-450 mm c/c, complete with drilling, nuts, washers, cleats, brackets, and all necessary fixing accessories. |
| 51 | M&L for PCC 1:3:6 type C2 (40 mm gdd stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-charge. |
| 52 | M & L for PCC Type C-1 1:3:6 as in coping of wall complete all as specified and directed by Engineer-in-charge. |
| 53 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 54 | Supply and fix 50 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape in any requirement complete to walls and ceilings or laid in floors iincluding all connected brass CPVC fittings and cutting grooves, filled with CM 1:6 complete all as specified complete all as specified and directed by Engineer-in-charge. |
| 55 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil |
| 56 | Removing excavated material exceeding 500 M but not exceeding 1500 M and depositing where directed at a level not exceeding 1.5 M above the starting point |
| 57 | Providing and fixing, factory-made single-extruded Wood Polymer Composite (WPC) designer door assembly conforming to MES SSR (Part I & II) criteria. Frame (Chowkhat) profile size shall be 65 mm x 100 mm with density \(\ge \) 800 kg/m³, made of virgin polymer (K-value 58-60) & natural wood fibers finished to required design. Main designer shutter shall be 30 mm thick solid WPC panel molded with heavy CNC-routing and laminated with \(\ge \) 14-micron hot-melt PVC foil. Skeleton secondary shutter frame shall be fabricated from reinforced WPC profiles, fitted with Stainless Steel (SS 304) wire gauze (wire dia 0.36 mm, mesh 1.4 mm x 1.4 mm). The entire assembly must be 100% termite/borer-proof, moisture-resistant, and fire-retardant (Class A). Frame anchoring shall be executed using heavy-duty structural SS dash fasteners (size 10 mm x 100 mm) embedded at minimum 3 locations per vertical jamb. All frame miter joints are to be secured via engineered structural fasteners and specialized high-strength PVC solvent cement. Hardware fittings must be pure SS 304 architectural grade with the following : |
| 58 | (a) SS Ball-Bearing Hinges: 125 mm length x 3.5 mm thickness (4 nos. for main shutter, 3 nos. for wire-gauze skeleton shutter).(b) SS Lever Mortise Handles with Lock: 200 mm length x 12 mm plate thickness (1 set).(c) SS Heavy-Duty Tower Bolts: 250 mm length x 10 mm rod diameter (2 nos. internal) and 150 mm length x 10 mm rod diameter (2 nos. for gauze shutter). (d)SS Aldrop / Sliding Door Bolt: 300 mm length x 16 mm rod diameter (1 no.) Note : Measurement shall be taken in square meters (sqm) for the complete 01 door unit |
| 59 | M&L 100mm thick PCC type C-1, (1:3:6) using 20mm graded stone aggregate as in sub base complete all as specified and directed by Engineer-in-charge. |
| 60 | Providing and laying premium-quality colored vitrified tiles (HD, fully polished), 7-8mm thick, with an individual tile surface area exc 0.42 sqm but not exceeding 1.00 Sqm, of shade and pattern as approved by the GE. Tiles to be bedded over an 8-10mm thick layer of Type 2 tile adhesive complying with IS 15477:2019. Uniform alignment and structural joints to be maintained using 3mm to 5mm PVC spacers. Grouting of joints to be executed using premium solid three-component Epoxy Grout (strictly UltraTech Tile Fixo Style / MYK Laticrete SP-100 Duo or equivalent) of desired matching shade. Rate shall include floor preparation, precision machine cutting, full adhesive bedding, leveling, grouting, curing, final chemical cleaning, and site clearance complete as per technical specifications. |
| 61 | Providing & fixing false ceiling at all heights with semi perforated 12 mm thick Beveled micro Tegular edged GRG false ceiling tiles GRG (Glass Fibre Reinforced Gypsum with SILHOUTTE Profile T Grid System.) false ceiling tiles of Size 295x1195 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanized iron section of 0.33mm thick (galvanized @120gsm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 300 mm and to form grid module of size 300x 1200 mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod up to 1000 mm length fixed at every 1200x300mm with L-shape level adjuster of size 85x25x2 mm. Galvanized iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. |
| 62 | The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. Includes precision drilling and cutting for all electrical light fixtures, AC diffusers, fire mockups, and MEP cutouts as directed |
| 63 | S&F for powder coated alumium glazed window shutter sliding type using 1.80 mm thick aluminium open three track section having size of style & top rails 83x44mm, bottom rails 100x44mm. Make - jindal/Hindalco including necessary joining cleats, glazing clips, rubber packing, anodized aluminium snap beading screws, anodised aluminium fittings complete and including glazing by using 5mm thick plain sheet glass and stainless steel wire mess of dia 0.36mm and aperture 1.4mm, complete all as specified and directed by Engineer-in-Charge. ((Note-glazed shutters glass thickness not less than 5.00 MM and wiremess shutter with SS wiremesh as approved by GE is also included. No extra payment will be made separately) |
| 64 | Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete |
| 65 | Providing and fixing high-grade exterior signage utilizing a CNC-routed 4mm thick premium Aluminum Composite Panel (ACP) backing board with a minimum 3mm skin thickness, framed securely on structural MS gating.The letters shall be 3D injection-molded acrylic (minimum 3mm thickness), meticulously scaled to a 1’ x 1’ profile with a 2-inch returns-depth for a premium dimensional effect.Lettering must display \\"DOCTOR RETREAT CH(NC)\\" alongside a high-fidelity, multi-layered acrylic reproduction of the official unit logo and formation sign. Illumination must feature IP67 weatherproof, high-lumen strip lights embedded within the letters, delivering uniform luminance with zero hot-spots.The lighting matrix will be powered by a heavy-duty, fully encapsulated constant current electronic driver (MeanWell/Philips) featuring short-circuit and over-voltage protections.Internal wiring must utilize 1.5 sq mm multi-stranded, Fire Retardant Low Smoke (FRLS) copper conductor wires (Finolex/Havells) securely routed through flexible PVC conduits.All joints must be sealed with industrial-grade, UV-resistant structural silicone adhesive to eliminate moisture ingress and ensure absolute structural integrity. |
| 66 | S&F 10mm MS Plate (plain or chequered), caps, bases, splices, angle brackets, cleats & other connections complete all as specified and directed by Engineer-in-Charge. |
| 67 | S & F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ Cladding to wall, fixed with self taping screws complete all as specified and directed by Engineer-in-Charge. |
| 68 | M&L prepainted galvalume aluminium zink coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 69 | Providing and applying wall finish system consisting of two coats of high-opacity Oil Bound Distemper (OBD) of approved brand and shade over two coats of premium acrylic wall putty averaging a total thickness of 2mm. Prior to distempering, the prepared substrate must receive two coats of an advanced waterproofing chemical paint (damp-proof coat).This damp-proofing layer must be overcoated with two coats of high-adhesion, alkali-resistant white acrylic primer complete in all respects as specified and directed by the Engineer-in-Charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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