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Tender Value
₹3.0 Cr
EMD Value
₹3.8 L
Closing Date
13 Aug 2026, 2:00 pm
THE CHIEF GENERAL MANAGER
THE CGM, EO CIVIL, FMU - HVF, AVADI, CHENNAI - 54
SPECIAL REPAIRS TO WALLS AND FLOORS OF QA (GA) LABS, PROVISION OF TANK PARKING SHED AND ROOF COVERING FOR NORTHERN SIDE WASHING RAMP IN GA SHOP AT NEW FACILITY, HVF, AVADI.
2026_AVNL_285812_1
HVF/TE/13025/CEO/2026-27/45
Open Tender
Civil Works
Works
365 days
HVF, AVADI
DETAILS ENCLOSED
8 documents required · 8 mandatory
₹0
₹3.8 L
29 Jul 2026
29 Jul 2026
14 Aug 2026
29 Jul 2026
13 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | 47.84 | ₹38,272 |
| 2 | Dismantling structural steel work including doors, gates and windows etc complete.,and removing to CE Stores as directed. | 500 | Quintal | 717.14 | ₹3,58,570 |
| 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 | 22,000 | KG | 144.97 | ₹31,89,340 |
| 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. | 25,000 | KG | 27.61 | ₹6,90,250 |
| 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. | 25,000 | KG | 211.99 | ₹52,99,750 |
| 6 | Dismanling of aluminium parttion by carefully removing glass and particle board from its position as directed and depositioning to CE stores. | 75 | SQM | 150 | ₹11,250 |
| 7 | Material and Labour for forming jambs using CM 1:4 to opening including cutting, toothing and also facing, jointing and pointing to match existing work complete. | 60 | SQM | 817.19 | ₹49,031.4 |
| 8 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595 x 595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRCO.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 @ 120 grams per sqm including both sides) comprising of main- T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of size 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000mm length and L- shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge (a) With Semi perforated 12mm thick micro tegular edged GRG false ceiling tiles | 800 | SQM | 1,689.76 | ₹13,51,808 |
| 9 | Providing and fixing factory made uPVG white colourSliding window Three track made of extruded profileswith wall thickness of 2.3mm (+/ -0.2mm). Windowprofile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67mm). Sliding mesh Sash (42mm x 57mm) Sliding interlock (One vertical length in each shutters) (45.5mm x 28mm), Glazing bead (24.5mm x 16mm) will be miterd cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2 +/ -0.2mm thick galvanised steel Frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware [Touch Lock of zinc alloyed (white powder coated), steel roller system. Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories. (Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net Opening will be measured lor payment purpose.(B) area exc 2.00 Sqm each) and as approved and as directed. | 55 | SQM | 11,065.82 | ₹6,08,620.1 |
| 10 | Supply and Fixing of sheet Glass 5.50mm quality and glazing with oil putty in square exc 0.5Sqm in each pane. | 75 | SQM | 1,385.72 | ₹1,03,929 |
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