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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-Finance | ₹4.3 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹4.8 CrRejected-Finance | ₹4.8 Cr | L2 | Rejected-Finance Not L1 bidder |
| 3 | L3₹5.7 CrRejected-Finance | ₹5.7 Cr | L3 | Rejected-Finance Not L1 bidder |
| 4 | L4₹6.0 CrRejected-Finance OLD NO 5 NEW NO 7 LAKSHMI GARDENS 3RD FLOOR 4TH STREET RANGARAJAPURAM SRINAGAR COLONY SAIDAPET CHENNAI 600 015 | CHENNAI | TAMIL NADU | 600001 | ₹6.0 Cr | L4 | Rejected-Finance Not L1 bidder |
| 5 | L5₹6.1 CrRejected-Finance | ₹6.1 Cr | L5 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | BUILTECH ENGINEERING L2 | CREATORS ENGINEERS AND INTERIORS PVT LTD L4 | OMKAR ENGINEERS AND COMTRACTORS L1 | K.Murugesan & CO L5 | WESTERN OUTDOOR STRUCTURES PRIVATE LIMITED L6 | M/S. NAVEEN CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | |||||||||
| 2.00Design, Supply and Installation of Tensile Structure roofing over Volleyball and Basketball Court at IIT Madras, to be designed, fabricated and installed as per Indian Standard norms. The canopy shall be designed for as per the wind speed prevalent in that area as per I.S. 875-Part 3. The steel structure shall be designed as per I.S. 800. The steel fabrication and erection shall be as per I.S. norms. The membrane shall be designed and fabricated as per European norms for design and practices.The rate quoted for the structure should be on area covered by canopy and the rate inclusive of design, preparation of detailed drawing, approval from IITM, supply and installation of canopy as per the approved design etc complete. The rate inclusive of providing necessary anchour fastener for fixing the cantilever trusses to the existing building. Scope of the work includes Design, Engineering Patterning, Fabricating, supply and installation of tensioned membrane structure as per the approved drawing and specifications attached. The membrane should be of PVC Coated Polyester membrane Mehlar or Ferrari of 950 GSM. The membrane Cutting, Seaming and HF Welding as per Euro-standards. The clamping systems, if required, with sectionalized aluminium profiles and kedar-incorporated edges or cable catenary edges. The Steel work Design & Analysis done by STAAD used in conjunction with Forten32, shop drawings and other details by CAD software. The rate should include supply/fixing/anchoring of the base plates. The primary supporting steel structure will be made out of MS Structural steel tubular sections (Yield Strength over 240). The rates should also inclusive of applying anti-corrosion treatment followed by two coats of priming with anti rust epoxy primer followed by two coats of epoxy paint for steel structures. All cables(if any) will be dry hot dip galvanized. All necessary secondary steelwork like corner plates, lugs, and clamping plates shall be pre-engineered & fabricated by CNC / Laser cutting machines, and appropriately finished. The membrane Form finding And Patterning achieved by Computer based Finite element and membrane used for the structure. The anchour fasteners used shall be of Hilti Stainless Steel anchor faster of appropriate size, GI gutter for a size 250mm x 150mm or higher size with adequate outlet provisions at the termination end of the sloped roof etc., complete. Payment for the structure will be made based on the plan area of the structure including projections. The rate inclusive of all the foundation works. Note: 1. The SBC is considered as 15 t /m². 2. The Minimum grade of concrete is M35. 3. The Minimum grade of steel is Fe 500D. | |||||||||
| 2.10 | Volleyball court | 1,920 | Sq.m | 12,626 ₹2,42,41,920 | 15,750 ₹3,02,40,000 | 11,299 ₹2,16,94,080 | 15,950 ₹3,06,24,000 | 18,408 ₹3,53,43,360 | 14,967 ₹2,87,36,640 |
| 2.20 | Basketball court | 1,920 | Sq.m | 12,626 ₹2,42,41,920 | 15,750 ₹3,02,40,000 | 11,299 ₹2,16,94,080 | 15,950 ₹3,06,24,000 | 18,408 ₹3,53,43,360 | 14,967 ₹2,87,36,640 |
Updated dates
Tender Value
₹6.8 Cr
EMD Value
₹13.6 L
Closing Date
6 Apr 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Engineering Unit, Admin building 3rd Floor, IIT Madras, Chennai-600036
Design Supply and Installation of Tensile Structure roofing over Volleyball and Basketball Court at IIT Madras
2026_IITM_269952_1
35/2025-26/Civil
Open Tender
Civil Works
60 days
IIT Madras, Chennai-36
As mentioned in the tender documents
3 documents required · 3 mandatory
₹0
₹13.6 L
THROUGH MS TEAMS
20 May 2026
7 Mar 2026
7 Apr 2026
7 Mar 2026
6 Apr 2026
14 Mar 2026
7 Mar 2026 - 11 Mar 2026
11 Mar 2026
Civil Works
Design, Supply and Installation of Tensile Structure roofing over Volleyball and Basketball Court at IIT Madras, to be designed, fabricated and installed as per Indian Standard norms. The canopy shall be designed for as per the wind speed prevalent in that area as per I.S. 875-Part 3. The steel structure shall be designed as per I.S. 800. The steel fabrication and erection shall be as per I.S. norms. The membrane shall be designed and fabricated as per European norms for design and practices.The rate quoted for the structure should be on area covered by canopy and the rate inclusive of design, preparation of detailed drawing, approval from IITM, supply and installation of canopy as per the approved design etc complete. The rate inclusive of providing necessary anchour fastener for fixing the cantilever trusses to the existing building. Scope of the work includes Design, Engineering Patterning, Fabricating, supply and installation of tensioned membrane structure as per the approved drawing and specifications attached. The membrane should be of PVC Coated Polyester membrane Mehlar or Ferrari of 950 GSM. The membrane Cutting, Seaming and HF Welding as per Euro-standards. The clamping systems, if required, with sectionalized aluminium profiles and kedar-incorporated edges or cable catenary edges. The Steel work Design & Analysis done by STAAD used in conjunction with Forten32, shop drawings and other details by CAD software. The rate should include supply/fixing/anchoring of the base plates. The primary supporting steel structure will be made out of MS Structural steel tubular sections (Yield Strength over 240). The rates should also inclusive of applying anti-corrosion treatment followed by two coats of priming with anti rust epoxy primer followed by two coats of epoxy paint for steel structures. All cables(if any) will be dry hot dip galvanized. All necessary secondary steelwork like corner plates, lugs, and clamping plates shall be pre-engineered & fabricated by CNC / Laser cutting machines, and appropriately finished. The membrane Form finding And Patterning achieved by Computer based Finite element and membrane used for the structure. The anchour fasteners used shall be of Hilti Stainless Steel anchor faster of appropriate size, GI gutter for a size 250mm x 150mm or higher size with adequate outlet provisions at the termination end of the sloped roof etc., complete. Payment for the structure will be made based on the plan area of the structure including projections. The rate inclusive of all the foundation works. Note: 1. The SBC is considered as 15 t /m². 2. The Minimum grade of concrete is M35. 3. The Minimum grade of steel is Fe 500D.
Volleyball court
Basketball court
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