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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 102 SAI PRASAD BUILDING 1ST FLOOR BHANDARWADA OPP CROMA SHOWROOM SION EAST MUMBAI 400 022 | MUMBAI | MAHARASHTRA | 400022 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical A 123 1ST FLOOR SHANKAR GARDEN VIKASPURI NEW DELHI 110018 | WEST | DELHI | 110018 | Admitted-Fee/PreQual/Technical |
Tender Value
₹15.0 L
EMD Value
₹30,055
Closing Date
4 Jun 2026, 3:00 pmClosed
Director
TIFR Mumbai
External and internal repairs, painting and terrace waterproofing of Electrical Substation at TIFR, Colaba, Mumbai 400005
2026_DAE_908813_1
TIFR/PD/CF26-10/260127
Open Tender
Civil Works
180 days
TIFR Mumbai
As per attached document
5 documents required · 5 mandatory
₹0
₹30,055
Technical services seminar room , TIFR, Mumbai
5 Jun 2026
15 May 2026
5 Jun 2026
16 May 2026
4 Jun 2026
22 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1DISMANTLING AND DEMOLITION | ||||||
| 1.01 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 590 | Sqm | - | - | item1 |
| 1.02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge | 2.5 | Cum | - | - | item2 |
| 1.03 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 2.5 | Cum | - | - | item3 |
| 2R.C.C. WORKS | ||||||
| 2.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mechanically Treated bars of grade Fe-500D or more. | 100 | kg | - | - | item4 |
| 2.02 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 50 | Sqm | - | - | item5 |
| 3REPAIRS TO BUILDINGS | ||||||
| 3.01 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | 5 | Sqm | - | - | item6 |
| 3.02 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand | 2.5 | Sqm | - | - | item7 |
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