Tender For Balance Work Of Tissue Culture Laboratory Under (Capex/Nabard) At Main C Us Shalimar, Skuast-K.
Tender Value
81.56 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
1.63 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work Of Tissue Culture Laboratory Under (Capex/Nabard) At Main C Us Shalimar, Skuast-K.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Aug-2026 | corrigendum | Other | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 2 | Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge |
| 3 | Dismantling wooden boardings in lining of walls and partitions, counters excluding supporting members but including stacking within 50 meters lead : Upto10 mm thick |
| 4 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet |
| 5 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. |
| 6 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead : Of area beyond 3 sqm |
| 7 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand). Add Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 8 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead: Window chowkhats |
| 9 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 coarse sand). On walls |
| 10 | 10 mm Cement plaster of mix: 1 : 4 ( 1 cement : 6 coarse sand). On concrete work |
| 11 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including. (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalization &drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanized / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory /work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineerin-charge. Theitem also includes the cost of all mock ups at site, cost of All samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. |
| 12 | Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accredited by NABL (National Accreditation Board for Testing and Calibration Laboratories),Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO /IEC 17011 and accredits labs as per ISO/ IEC 17025.1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to be conducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa(35psi) upto 2000 ml |
| 13 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot &double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). arrangement and making necessary holes etc. for fixing required door |
| 14 | Door handle(stainless steel pipe pull handle bocare(25x127x457 mm) item weight 770 grams |
| 15 | Door lockstainless steel(90x140x100 mm)glass to glass lock shape ovel |
| 16 | Door stopper(door mount ,stainless steel) |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 21 | Columns |
| 22 | Beams |
| 23 | Stairs |
| 24 | Slab, Roofs etc |
| 25 | Edges of Slab etc |
| 26 | Providing and laying Vitrified tiles in walls with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) 600 x 1200 mm |
| 27 | Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour or shade. Area of slab over 0.5 sqm. 16mm THICK |
| 28 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 29 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 30 | Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 31 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 32 | Providing and fixing 12mm thick T&G planks made of imported wood (New zealand pine or equivalent) on wood work in false ceiling, wall/wall partitions sawn and put up in position ( budloo wood Ceiling Joists of 50 mm x 65 mm in sections placed @ 600 mm C/C both ways or as required at site). including cost of necessary adhesive & cost of nails etc. all complete upto floor 5 level as per the directions of Engineer-in-charge (including cost of all material, leads, lifts and carriages etc upto site of work complete).(For panelling /Ceilings/Soffits etc.) |
| 33 | Providing & fixing of wood work in frames of false ceiling, partitions etc. sawn and fixed in position. Budloo wood |
| 34 | Providing and fixing Track deck CRIL make or equivalent H.I. rib profiled sheets 1000 to 1020 mm cover width 28-35 mm high crests at 250 to 255 mm T.C.T(total coated thickness) high tensile S.M.P Galvalume steel. The sheets shall have wide panes with 3 no stiffing ribs, effective water shedding and special male/female ends with full return legs on side Lapps for purlins support and anti-capillary flute inside Lapp. The sheets shall have a hot dip metallic coated of zinc and aluminum (150 gms /sm) zinc/aluminum coating mass total on both sides AZ-150 as IS -1397 ,550 MPA yield stress. Providing silicon modified polyester coating of approved colour of total thickness of 35 micron comprising 20 micron exterior coat of S.M.P over 5 micron polyester back coat over 5 micron primer coats on both surfaces including side and end Lapp and using 8mm Galvalume hex self-drilling fastener on each crest of sheet for connection with purlins and seam bolts at 300mm centers on all sides and end Lapps etc (.measured for unit of laid area) (0.50 mm thickness ) |
| 35 | Providing and fixing thermal insulation of ceiling (under deck insulation) with specified glass wool conforming to IS: 8183, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3mm) @ 60cm c/c and wire mesh of 12.5mm x 24g wire for top most ceiling of building. With resin bonded rock wool with density 48 kg/cum |
| 36 | Providing and fixing plained eaves boarding. 2nd class kail wood. 300x40 mm (nominal size) |
| 37 | Precoated galvanised steel sheet, roofing accessories 0.5 mm (+0.05%) Total coated thickness zinc coating (120 grams per sq mm etc. : RIDGES & VALLEYS |
| 38 | Providing, fixing and applying Plaster of Paris (POP) false ceiling consisting of frame work made with 50mm sq M.S. tubes of 18 G thickness as main runner at 600 mm c/c both ways, suspended/ supported with M.S. flats 25x4 mm from existing R.C.C. slab, finished smooth to line and level including necessary supports, scaffolding etc. as required and also including applying a coat of red oxide zinc chromate primer over the M.S. frame work and suspenders complete. Including providing and fixing expanded metal of size 5.25 mm x 1.25 mm thickness welded to main runners and applying POP (calcium sulphate semi hydrate variety) to the expanded metal of thickness not less than 10 mm |
| 39 | Providing and fixing PVC panelling 8 mm thick of approved make including frame work & all accessories beading, cornice, profile, screwes etc as per direction of EIC. |
| 40 | P/f 6mm thick ISI marked commercial plywood IN CEILING as per directions of EIC. |
| 41 | Applying priming coat With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 42 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 43 | French spirit polishing, Two or more coats on new works including a coat of wood filler |
| 44 | Providing and Fixing of 50mm dia stainless steel railing of 304 grade of hallow tube 1.6 mm thick of Jindal/Salem make or equivalent including welding and fixing with stainless steel machine screws for making required size and shape, buffing etc. Complete and fixing stainless steel balusters upto 900 mm height and S S tubes, three in one installed horizontally including cutting, welding, grinding to required shape and size by required steel dash fasteners, nuts, bolts, screws ,etc. in floors and treads including providing SS shoe at each balusters complete as per architectural drawings and as per the directions of engineer incharge including cutting of granite/marble floors and fastening with lead grouting if required, complete in all respects. |
| 45 | Providing & fixing of stainless steel nevel post (Ornamental ) including top ball of AISI 304 grade of required height duley anchored to floor with dash fasteners . Height of the nevel post shall not be less than 1050 mm above the finished skirting level all complete as per architectural drawings (including cost of all material, leads, lifts and carriages etc upto site of work complete).Complete as per the directions of Engineer incharge. |
| 46 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.(Crushed) |
| 47 | Note:-The rates quoted are inclusive of all carriages of materials (Mechanical/Manual) from source to site work and all extra charges including dewatering if any during the execution of work complete in all respects. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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