Tender For Repair/Maint To Cable Ducts, Plain Cement Concrete Covers, Iron Sheets And Allied Works At Various Installations Of Ge (U) Aor Under Ge (Utilities) Udh Ur
Tender Value
49.99 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
12 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maint To Cable Ducts, Plain Cement Concrete Covers, Iron Sheets And Allied Works At Various Installations Of Ge (U) Aor Under Ge (Utilities) Udh Ur
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: Repair/Maint to Cable Ducts, PCC Covers, iron sheets and allied works at various installations of GE (U) AOR under GE (Utilities) Udhampur Contract No: GE/U-59/2026-27 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 | Demolition of PCC in ground floors & pavings n exc 15 cm thickness below or above ground level, unreinforced and removing the rubbish out side MOD land complete all as specified and directed by Engr-in-Charge. |
| 3 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-charge. |
| 4 | Demolition of (reinforced or unreinforced) cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-charge. |
| 5 | Demolition of Brickwork or stone/pcc, boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engr-in-Charge. |
| 6 | Taking down steel windows including frames and shutters exceeding 1.00 sqm n exceeding 2.00 sqm each and removing to store complete all as specified and directed by Engr-in-charge. |
| 7 | Taking down Shutters from the frame exc 1.00 sqm n exc. 2.00 sqm and removing to store complete all as specified and directed by Engr-in-charge. |
| 8 | Excavating over areas, not Exc 1.5 m deep and getting out in any type of soil, complete all as specified and directed by Engr-in-charge. |
| 9 | Excavating over areas, Exc 1.5 m deep and getting out inany type of soil, complete all as specified and directed by Engr-in-charge. |
| 10 | Excavation in trenches ,n exc 1.5m wide and n exc 1.5mtr in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10 sqm on plan and n exc 1.5mtr in depth and getting out in any type of soils complete all as specified and directed by Engr-in-charge. |
| 11 | Description all as per Ser Item No 9.00 here-in-before, but exc 1.5 m depth |
| 12 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in any type of soil, complete all as specified and directed by Engr-in-charge. |
| 13 | Removing excavated material n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed by Engr-in-charge. |
| 14 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge. |
| 15 | Description all as per Ser Item No 13.00 here-in-before, but except Bricks. |
| 16 | M&L for Pre-cast cement concrete block masonry with solid blocks of Type C1 1:3:6 (20 mm graded aggreate) , exc. 10 cm in width and setting in mortar 1:4, complete all as specified and directed by Engr-in-charge. |
| 17 | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed by Engr-in-charge. |
| 18 | Description all as per Ser Item No 16.00 here-in-before, but except stone. |
| 19 | Cutting/clearing of small plants, bushes, wild vegetation growth and removal of rubbish and other materials upto a distance exc. 50mtr but n. exc 100mtr complete all as specified and directed by Engr-in-charge. |
| 20 | Surface dressing n exc 15cm deep in any type of soil complete all as specified and directed by Engr-in-charge. |
| 21 | M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping, fixing angle iron etc (including necessary form work) complete all as specified and directed by Engr-in-charge. |
| 22 | M&L for PCC 1:4:8, type D-2 by using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-charge. |
| 23 | S&F PVC 110mm dia pipe with pressure rating minimum 4.5 Kgf/cm2 in any length with rubber rings joints laid as in weep holes complete all as specified and directed by Engr-in-charge. |
| 24 | S&F 2nd class hard wood (sal/hollock), glazed and skelton shutters 35mm thick open rebated and prepared to receive glass, gauge,etc. (without sash bars), edges of framing palin, chamfered or rounded, fitted with cut & mitred beads for securing glass etc. sizes of members of shutters as specified in SSR Pt-I Section 8.24(a) supplied and fitted to chowkhats complete including fixing only iron mongery such as tower bolt,handle,hinges,aldrop bolt etc complete all as specified and directed by Engr-in-charge. |
| 25 | S&F factory made, 2nd class hard wood (sal/hollock), plain framed, panelled shutters (two panels) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both sides, the side of rail and stile as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated, 35 mm thick complete including fixing only iron mongery such as tower bolt,handle,hinges,aldrop bolt etc complete all as specified and directed by Engr-in-charge. |
| 26 | Dismantling floor, hearth or wall tiling including CM bedding but not backing, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engr-in-charge. |
| 27 | M& L for Vitrified tiles, Double Charged any Shade 7-8mm thick (square/rectangular) polished, area of each tiles exceeding 0.42 Sqm but not exc 1.00 Sqm, in floors, walls etc. laid over 8-10 mm thick polymer modified tile adhesive complying to Type 2 as per IS 15477:2019 with Joints of tiles made with spacer of 5mm shall be grouted with solid epoxy grout TileFixoStyle of Ultratech/SP-100 Duo of Myk Laticate/Gresbond KE-100 of Kajaria of desired shade. |
| 28 | M&L Digital ceramic coloured tiles 1st quality, Digital/HD polished in skirting /dado of size 300x600mm, thickness not less than 6 to 7mm, of grade B-IIa, laid over and including 6-8 mm thick polymer modified tile adhesive complying with Type 2 as per IS 15477: 2010 and jointing with spacer of 5mm filled with solid epoxy grout complete all as specified and directed by Engr-in-charge. |
| 29 | M&L for Hardcore of broken stone or boulder 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 as directed. The finished surface shall be compacted and levelled with 8-10ton power roller to the satisfaction of Engineer-in-Charge. |
| 30 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engr-in-charge. |
| 31 | Dismantling timber scantlings 20 sq. cm and over in section, in any position |
| 32 | Rolled mild steel work as in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam, tee, Y angle, channel or flat sections) including distance pieces, cleats etc conforming to grade Fe-410 W(Gde-E-250) quality-A, steel work complete all as specified and directed by Engr-in-charge. |
| 33 | Rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to grade Fe.290.Gde-E-165, steel work complete all as specified and directed by Engr-in-charge. |
| 34 | Framed work such as grills, gates etc with ends of bars, shouldered or riveted or forged into spikes, framed guard bars, barred iron doors , ladders for OHT, framed balusteres: Walk ways, railing; framework of watertank and similar work for height upto 3-20m,contractor shall make his own arrangements for any height of building instructed at site contractor shall have no claim for height and scaffolding what so ever is required to complete the work conforming to Fe 290 Gde E -165 complete all as specified and directed by Engineer-in-charge |
| 35 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, in any position complete all as specified and directed by Engr-in-charge. |
| 36 | M&L for 300 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engr-in-charge. |
| 37 | M&L for 450 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engr-in-charge. |
| 38 | Concrete bed to drain pipes including packing under and completely surrounding pipes after the air laid and tested in Cement Concrete 1:3:6 type C2 for bore of pipes 300mm dia pipe complete all as specified and directed by Engr-in-charge. |
| 39 | Taking down cement plaster including tiles of any description on brick or stone or cement concrete walls and ceilings, including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by Engr-in-charge. |
| 40 | Rendering of 10 mm thick polymer modified ready mixed cement based plaster finished even and smooth on faces of bricks work/stone work/concrete surface finished the surface even and smooth(without using extra cement) complete all as specified and directed by Engr-in-charge.Notes:-Plaster shall be carried out upto maximum 16metres height in patches and contractor shall have no claim for height and scaffolding what so ever is required to complete the work. |
| 41 | Preparing new external plastered wall surfaces by applying one coat of exterior wall putty to smoothen the surface, apply one coat of premium external-grade acrylic primer over the coat of external putty, uniform wall surface.Apply two coats of premium quality, anti-fungal, UV-resistant external weather coat acrylic emulsion paint with airless spray equipment/HVLP spray system of approved shade and make. The rate includes scaffolding up to 16 m height. |
| 42 | Preparing new plastered wall surfaces, providing and applying one coat of internal water-base primer followed by two or more coats of premium quality Oil Bound Distemper (OBD) conforming to IS 428, mixed with required proportions of water and tinting strainers as per manufacturer specification to give an even, uniform shade. The work includes providing necessary scaffolding up to 16m height, internal staging, ladders, personal protective equipment (PPE), and cleaning all floors, doors, windows, switches, and glass panes after completion of work as per directions of the Engineer-in-Charge. |
| 43 | Rendering of 8 mm thick polymer modified ready mixed cement based plaster finished even and smooth on faces of concrete surface as on ceiling, facia and stair cases etc finished the surface even and smooth (without using extra cement) complete all as specified and directed by Engr-in-charge.Notes :- Plaster shall be carried out upto any height in patches and contractor shall have no claim for height and scaffolding what so ever is required to complete the work. |
| 44 | Preparation of new plastered wall surfaces and applying three coats of white wash with fat lime (Class C) conforming to IS 712, mixed with synthetic adhesive (Fevicol DDL/DH or approved equivalent) at the rate of 4 kg per 100 kg of unslaked lime, including adding necessary ultramarine blue/indigo to give an even, uniform shade, providing necessary scaffolding upto 16m height, cradles, personal protective equipment (PPE), and cleaning all floors, doors, windows, and glass panes after completion of work as per directions of the Engineer-in-Charge. |
| 45 | Complete removal of existing exterior wall treatment by mechanical means (grinding/scraping/wire brushing/high-pressure water jetting.) filling up minor cracks and patches with lime putty; providing and applying three coats of white wash with fat lime (Class C) conforming to IS 712, mixed with synthetic adhesive (Fevicol DDL/DH or approved equivalent) at the rate of 4 kg per 100 kg of unslaked lime, including adding necessary ultramarine blue/indigo to give an even, uniform shade. providing necessary scaffolding upto 16m height, cradles, personal protective equipment (PPE), and cleaning all floors, doors, windows, and glass panes after completion of work as per directions of the Engineer-in-Charge. |
| 46 | Complete removal of existing exterior wall treatment by mechanical means (grinding/scraping/wire brushing/high-pressure water jetting.),open out minor surface cracks, clean them, and fill using approved external-grade polymer-modified cementitious paste. Apply one coat of premium external-grade acrylic primer over the coat of external putty, uniform wall surface .Apply two coats of premium quality, anti-fungal, UV-resistant external weather coat acrylic emulsion paint with airless spray equipment/HVLP spray system of approved shade and make. providing necessary scaffolding upto 16m height, cradles, personal protective equipment (PPE), and cleaning all floors, doors, windows, and glass panes after completion of work as per directions of the Engineer-in-Charge. |
| 47 | Complete removal of existing wall treatment by mechanical means (grinding/scraping/wire brushing), thorough cleaning of old plastered surfaces, preparation with sand papering, filling minor cracks with POP/Putty, application of 1 mm thick wall putty and finishing with two coats of oil‑bound distemper of approved brand and shade, providing necessary scaffolding upto 16m height, cradles, personal protective equipment (PPE), and cleaning all floors, doors, windows, and glass panes after completion of work as per directions of the Engineer-in-Charge. |
| 48 | M&L for preparation of old plastered surfaces of wall or concrete surfaces and applying one coat of cement based paint over one coat of primer, complete all as specified and directed by Engr-in-charge. |
| 49 | Taking up carefully existing cement concrete interlocking paver blocks of any shape, size and thickness, including removing jointing sand, stacking serviceable paver blocks, dressing and making good the existing sand bed by adding fine sand as required, relaying the serviceable paver blocks to the required line, level and gradient, compacting with plate vibrator, filling joints with fine sand, sweeping clean and removing unserviceable materials to a distance not exceeding 50m, complete all as specified and directed by Engr-in-charge. |
| 50 | Precast reinforced cement concrete cover, Type B-1, of nominal mix 1:2:4 (1 cement : 2 fine aggregate : 4 graded crushed stone aggregate of 20 mm nominal size), with 25 mm diameter perforation holes if required, as in cover slabs, manhole covers,cable ducts, shelves and similar articles, cast with plain exposed face, cured, set in position and jointed in cement mortar 1:4, complete all as specified and directed by the Engineer-in-Charge. Note: Reinforcement shall be measured and paid for separately. |
| 51 | M&L for Reinforced cement concrete , Type B1 1:2:4(20 mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles,drain covers and mass concrete complete all as specified and directed by Engr-in-charge.(Note : Reinforcement shall be measured and paid separately)\\" |
| 52 | M&L for Reinforced cement concrete , Type B1 1:2:4(20 mm graded aggregate) as in Columns, stages, pillars, piers, posts and struts complete all as specified and directed by Engr-in-charge.(Note : Reinforcement shall be measured and paid separately) |
| 53 | M&L for Reinforced cement concrete , Type B1 1:2:4(20 mm graded aggregate) as in beams, plinths, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr-in-charge.(Note : Reinforcement shall be measured and paid separately) |
| 54 | M&L for Reinforced cement concrete , Type B1 1:2:4(20 mm graded aggregate) as chajjas, staircase etc complete all as specified and directed by Engr-in-charge.(Note : Reinforcement shall be measured and paid separately) |
| 55 | Formwork to sides of pillars, bases of columns, posts, struts, piers, columns and stanchions complete all as specified and directed by Engr-in-charge. |
| 56 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. |
| 57 | Formwork to soffits of suspended slabs such as chajjas, staircase, landings etc and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 58 | 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, complete all as specified and directed by Engr-in-charge. |
| 59 | TMT bars 6mm to 8mm 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, complete all as specified and directed by Engr-in-charge. |
| 60 | Dismantling fencing wire,steel barbed wire or any other fencing wire of any type and any position etc complete all as specified and directed by Engr-in-charge. |
| 61 | Galvanized, two strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire staples or steel pins etc complete all as specified and directed by Engr-in-charge (Each line to be measured separately). |
| 62 | M&L for 18/19mm thick, BWP grade, marine plywood, pre laminted on both faces, bonded with unextended Phenol Formaldehyde (PF) resin, strictly conforming to IS 710:2010 (or the latest IS 710:2024 revision), all edged or exposed surfaces shall be covered with 1.5mm thick acrylic edge banding tape and fixed with screws complete all as specified and directed by Engr-in-charge. |
| 63 | Preparation of new/old steel surfaces 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 directed by Engineer-In-Charge. |
| 64 | Preparation of new steel surfaces not exc. 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 directed by Engineer-In-Charge. |
| 65 | Dismantling/taking down of concertina coil of any description complete all as specified and directed by Engr-in-charge. |
| 66 | Supply and fixing hot dip galvanised concertina coil of 600 mm dia made from 2.50 mm dia high tensile galvanised core wire with 0.50 mm thick galvanised razor tape (CBT-60 profile or equivalent), complete with minimum five galvanised clips per loop, GI binding wire, clamps, nuts, bolts and all fixing accessories on existing fencing/wall top/posts complete all as specified and as directed by Engineer-in-Charge. |
| 67 | Dismantling Asbestos cement (corrugated,semi corrugated, etc) sheets in roof coverings complete all as specified and directed by Engr-in-Charge.. |
| 68 | M&L prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.60mm thick any pattern of an colour having tensile strength of 550Mpa, end joints filled with epoxy to prevent water penetration as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.. |
| 69 | 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/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 70 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of path/hardstanding, complete all as specified and directed by Engr-in-Charge.. |
| 71 | M&L for PCC 1:2:4 type B-1, 75 mm thick using 20mm graded stone aggregate as in flooring,mass concrete,plinth protection and other similar works, finishing even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.. |
| 72 | M&L for pre cast cement concrete 1:2:4 type B-1 (using 20mm graded aggregate) as in kerbs or mud stops,rounded or chemfered on edges. |
| 73 | Providing and laying 60mm 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 & patternover and including 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-Charge.. |
| 74 | Demolition old unserviceable chequered tiles of any description and removal from site complete all as specified and directed by Engr-in-Charge.. |
| 75 | M&L for 400x400x11mm thick heavy duty designer vitrified parking tiles laid over 8-10mm thick polymer modified adhesive (Type III), joints grouted with solid epoxy grout polymer with 5mm spacer complete all as specified and directed by Engr-in-Charge.. |
| 76 | Preparing of concrete surfaces on slabs, chajjs by Chipping away loose, spalled, or carbonated concrete until sound concrete is reached, expose corroded reinforcement fully; remove rust using a wire brush or mechanical means.Clean the substrate with a high-pressure water jet to remove dust and oil. Apply a rust remover followed by an anti-corrosive primer (Dr. Fixit Epoxy Zinc Primer). Install watertight, rigid shuttering to prevent leakage and ensure the desired profile. Laying micro concrete up to the required thickness on the designated area with proper shear connector and bonding agent while the surface is \\"SSD\\" (Saturated Surface Dry). Make : Dr. Fixit 208 Micro Concrete/Ultratech microkrete. The concrete thickness varies from 15mm to 35mm |
| 77 | M&L precast cement concrete jallies 25mm thick (measured solid set in cement mortar 1:4 incl all moulding and necessary form work including taking down old unserviceable jallies from wall and taking out from site, complete all as specified and directed by Engr-in-charge. |
| 78 | S&F in repair PVC tank cover suitable for tanks 500 & 1000 Ltrs tank incl securing with MS binding wires, complete all as specified and directed by Engr-in-Charge.. |
| 79 | Dismantling of ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets, complete all as specified and directed by Engr-in-Charge.. |
| 80 | S&F decorative charcoal wall panelling Wood Plastic Composite (WPC) or Polystyrene (PS) Charcoal Louvers of colour and profile on walls, complete with aluminium framing/backing members , adhesive, mechanical fasteners, finishing accessories, edge trims complete all as directed by the Engineer-in-Charge. |
| 81 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. |
| 82 | Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber fleece. |
| 83 | S&F steel window (box type) factory made with sidehung shutter including pintol hinges, steel handles, steel peg stay and all locking arrangement complete with glazing bars dovetailed or welded including one shop coat of red oxide primer complete all as specified and directed by Engr-in-charge..Note : i) The window shall be fabricated as per Drg No CEUZ/TD/1269/2008 Sheet 1/3 to 3/3 .ii) MS fillets, glazing wire gauge shall be measured and paid seprately. |
| 84 | Description all as per item as above here in before but without glazing bar complete all as specified and directed by Engr-in-charge.Note : i) The window shall be fabricated as per Drg No CEUZ/TD/1269/2008 sheet 1/3 to 3/3.ii) MS fillets, glazing, wire gauge shall be measured and paid seprately. |
| 85 | S&F Steel rolling shutter (curtain made of 1mm thick mild steel sheet) area exc. 5sqm each with ball bearing, as specified including top cover, anchoring rod, hasp and staple, guide chennels, strike plate etc and one shop coat of primer erected in position as indicated push pull or manual type ,thickness of laths 1mm ,incl taking down carefully existing old rolling shutter complete all as specified and directed by Engr-in-charge. |
| 86 | Taking down the existing aluminium door/window frame with shutters exc.1.5 sqm n exc 4.00 sqm each incl all accessories and making good the disturbed portion complete all as specified and directed by Engr-in-charge. |
| 87 | M&L for Powder coated (of approved color) aluminium sliding window of any shade with frame of section 100mm x 45mm , thickness of sheet 16 gauge , including sliding shutter with shutter of section 32mm x 15mm (with and including Triple Track and 2 Nos Glazed Shutter and 01 No Gauzed Shutter) including Stainless Steel wire mesh, rubber gasket for securing the glass, 4 mm thick Tinted glass and necessary Aluminium moongreies and handles, locks complete all as specified and directed by Engineer-in-charge. |
| 88 | M&L for Powder coated (of approved color) aluminium door frame of any shade with shutter of section 100mmx 45mm, thickness of sheet 3mm , partly panelled shutter and partly glazed lock rail / bottom rail of shutter 100mm x 45mm, top rail 80mm x 45mm including necessary jointing cleats, anodized aluminium including necessary fittings and aluminium mongeries i.e. 200mm long two Nos aluminium handles, 02 No, 200mm long aluminium tower bolt in each leaf, rubber gasket for securing the glass and 3 Nos 100 mm long butt hinges with each including 5 mm thick tinted glass and 12 mm thick Prelaminated Particle Board including mortice lock, hydraulic door closure to each shutter complete all as specified and directed by Engineer-in-charge. |
| 89 | S&F in repair Aluminium (Diecast) body Door closer hydraulically regulated, designation No 3, universal type, suitable for door shutters of 851 to 1000 mm in width & of weight between 61 to 80kg complete all as specified and directed by Engr-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
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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