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NTID 46113729
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Inquiry NowSpecial Repairs To Walls And F in Avadi - Complete Tender Details
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Armoured Vehicles Nigam Limited
Avadi, Tamil Nadu, India
NTID 46113729
- Opening Date : Fri 14th August, 2026
- Closing Date : Thu 13th August, 2026
- ₹ 30225000.00
- NTID 46113729
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
378000.00 -
Document Cost
Refer Documents -
Estimated Cost
30225000.00
BOQ Items Total Items : 95 | Total Qty : 99128.85
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of false ceiling boards(fibre, pulp, insulation etc.,) or insulation boards/slabs. blankets of any thickness inculding aluminium snap grid and removing to CE Stores as directed. | 800 | SQM |
| 2 | Dismantling structural steel work including doors, gates and windows etc complete.,and removing to CE Stores as directed. | 500 | Quintal |
| 3 | Supply and Fixing of Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.Fe 410-W(GdeE- 250)qualityA | 22000 | KG |
| 4 | Fixing of Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. | 25000 | KG |
| 5 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The Steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS:875-1987, ISO 800-1984 and IS:801-1975. The wind load shall be as per provisions of IS 875(part-III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/STAAD PRO- V8i/ArchiteKV2.5.16/Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along center line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self-drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 and 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self-expanding carbon steel anchor bolt of dia as per approved drawings and design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. | 25000 | KG |
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Sales: +91 7383 93 4054