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| 1 | Appendix A- Interior Furnishing Works |
| 2 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 3 | 50.9.11.2Providing and fixing Thomson Multi wood board or equivalent make paneling 18 mmthick, to frame, backing or studding with screws etc. complete (Frames, backing orstudding to be paid separately)as per the direction of site Engineer-in-charge. |
| 4 | 50.9.12.1Providing and fixing Thomson Multi wood board or equivalent make, in shelves withscrews and fittings wherever required, edges to be painted with polyurethane primer(fittings to be paid separately) as per the direction of site Engineer-in-charge. |
| 5 | OD392129/2025-2026Providing and fixing glazing complete as per the architectural drawings and thedirections of Engineer - in -Charge. With float glass panes of 5.50 mm thickness |
| 6 | OD392128/2025-2026Frosted film over glass |
| 7 | 12.45.3Providing and fixing false ceiling at all height including providing and fixing of framework made of special sections, power pressed from M.S. sheets and galvanized withzinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting ofangle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mmdia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangersof 25x10x0.50 mm of required length with nuts & bolts of required size andother end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mmrunning at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular toG.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mmlong G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed towall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wallscrews @ 230 mm interval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c,including jointing and finishing to a flush finish of tapered and square edges of theboard with recommended jointing compound, jointing tapes, finishing with jointingcompound in 3 layers covering upto 150 mm on both sides of joint and two coats ofprimer suitable for board, all as per manufacturer's specification and alsoincluding the cost of making openings for light fittings, grills, diffusers, cutouts madewith frame of perimeter channels suitably fixed, all complete as per drawings,specification and direction of the Engineer in Charge but excluding the cost ofpainting with:12.5 mm thick tapered edge gypsum moisture resistant board |
| 8 | OD392175/2025-2026Supplying and fixing approved quality vertical blinds including fitting in aluminiumsection 50x25 and moving arrangements as per direction of engineer in charge |
| 9 | Appendix B-Aluminium Composite Panel-For Elevation |
| 10 | OD393113/2025-2026Designing, fabricating,testing and installing Curtain Wall with Aluminium CompositePanel Cladding, with open grooves for linear as well as curvilinear portions of thebuilding , for all heightsand all levels etc. including:Providing, fabricating and supplying and fixing panels of aluminium composite panelcladding INCLUDINGaluminium base frame work in pan shape in metalic colour of approved shades madeout of 4mm thickaluminium composite panel material consisting of 3mm thick FR grade mineral coresandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel claddingsheet shall be coil coated, with Kynar 500based PVDF / Lumiflon basedfluoropolymer resin coating of approved colour andshade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts,bolts, washers, cleats, weather silicone sealant, backer rods etc.with aluminiumcomposite panel claddingtill the handing over of the building for occupation. The Contractor shall providecurtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, asper the Architecturaldrawings, as per item description, as specified, as per theapproved shop drawings andas directed by theEngineer-in-Charge.However, for the purpose of payment, only the actual area on theexternal face of thecurtain wall with Aluminum Composite Panel Cladding (including width of groove)shall be measured in sqm.up to two decimal places.OD84/21-22 - Modified data 25.7 |
| 11 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 12 | 13.62.1Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture . |
| 13 | 25.2Designing, fabricating, testing, protection, installing and fixing in position semi (grid)unitized system of structural glazing (with open joints) for linear as well ascurvilinear portions of the building for all heights and all levels, including: a)Structural analysis & design and preparation of shop drawings for the specifieddesign loads conforming to IS 875 part III (the system must passed the proof test at1.5 times design wind pressure without any failure), including functional design ofthe aluminum sections for fixing glazing panels of various thicknesses, aluminiumcleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation &drainage and protection against fire hazard including: b) Fabricating and supplyingserrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of requiredsizes, sections and profiles etc. to accommodate 3 Dimentional movement forachieving perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structural steel framework of building structure using stainless steel anchorfasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washersetc. of stainless steel grade 316, 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 requiredbite size in a clean and controlled factory / work shop environment , including doublesided spacer tape, setting blocks and backer rod, all of approved grade, brand andmanufacture, as per the approved sealant design, within and all around the perimeterfor holding glass. d) Providing and fixing in position flashings of solid aluminiumsheet 1 mm thick and of sizes, shapes and profiles, as required as per the siteconditions, to seal the gap between the building structure and all its interfaces withcurtain glazing to make it watertight. e) Making provision for drainage of moisture/water that enters the curtain glazing system to make it watertight, by incorporatingprinciples of pressure equalization, providing suitable gutter profiles at bottom (ifrequired), making necessary holes of required sizes and of required numbers etc.complete. This item includes cost of all inputs of designing, labour for fabricating andinstallation of aluminium grid, installation of glazed units, T&P, scaffolding andother incidental charges including wastages etc., enabling temporary structures andservices, cranes or cradles etc. as described above and as specified. The item includesthe cost of getting all the structural and functional design including shop drawingschecked by a structural designer, dully approved by Engineer-in-charge. The itemalso includes the cost of all mock ups at site, cost of all samples of the individualcomponents for testing in an approved laboratory, field tests on the assembledworking structural glazing as specified, cleaning and protection till the handing overof the building for occupation. In the end, the Contractor shall provide a water tightstructural glazing having all the performance characteristics etc. all complete asrequired, as per the Architectural drawings, as per item description, as specified, asper the approved shop drawings and as directed by the Engineerin- Charge. Note:- 1.The cost of providing extruded aluminium frames, shadow boxes, extrudedaluminium section capping for fixing in the grooves of the curtain glazing and verminproof stainless steel wire mesh shall be paid for separately under relevant items underthis sub-head. However, for the purpose of payment, only the actual area of structuralglazing (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 beconducted on structural glazing system if area of structural glazing exceeds 2500 Sqmfrom the certified laboratories accreditated by NABL(National Accreditation Boardfor Testing and Calibration Laboratories), Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approvingauthority will decide the necessity of testing on the basis of cost of the work, cost ofthe test and importance of the work. Performance Testing of Structural glazing systemTests to be conducted in the NBL Certified laboratories 1. Performance LaboratoryTest for Air Leakage Test (-50pa to ? 300pa) & (+50pa to +300pa) as per ASTME-283-04 testing method for a range of testing limit 1 to 200 mVhr? 2. Static WaterPenetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a rangeup to 2000 ml.? 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA501.01-05 testing method for a range upto 2000 ml? 4. Structural PerformanceDeflection and deformation by static air pressure test (1.5 times desing wind pressurewithout any failure) as per ASTME-330-10 testing method for a range upto 50 mm?5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method forQualitative test? Tests to be conducted on site 6. Onsite Test for Water Leakage for apressure range 50 kpa to 240 kpa (35psi) upto 2000ml? Please Enable Macros to View BoQ information |
