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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | ₹11.5 L | L1 | Admitted-Finance |
| 2 | L2₹12.7 LAdmitted-Finance | ₹12.7 L | L2 | Admitted-Finance |
| 3 | L3₹13.0 LAdmitted-Finance 102 SAI PRASAD BUILDING 1ST FLOOR BHANDARWADA OPP CROMA SHOWROOM SION EAST MUMBAI 400 022 | MUMBAI | MAHARASHTRA | 400022 | ₹13.0 L | L3 | Admitted-Finance |
| 4 | L4₹14.7 LAdmitted-Finance A 123 1ST FLOOR SHANKAR GARDEN VIKASPURI NEW DELHI 110018 | WEST | DELHI | 110018 | ₹14.7 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Rajesh Infrastructure Pvt Ltd L3 | Apex construction L2 | PUSHPALATA CONSTRUCTION AND LABOUR SUPPLIER PVT LTD L1 | S N CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00DISMANTLING 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 | 11,800 ₹13,924 Lowest | 29,500 ₹34,810 | 14,750 ₹17,405 | 17,700 ₹20,886 |
| 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 | 3,750 ₹4,425 | 2,000 ₹2,360 Lowest | 2,250 ₹2,655 | 6,000 ₹7,080 |
| 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 | 2,500 ₹2,950 | 1,500 ₹1,770 Lowest | 2,250 ₹2,655 | 5,250 ₹6,195 |
| 2.00R.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 | 9,500 ₹11,210 | 9,000 ₹10,620 | 7,000 ₹8,260 Lowest | 15,000 ₹17,700 |
| 2.02 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 50 | Sqm | 10,000 ₹11,800 | 15,000 ₹17,700 | 7,500 ₹8,850 Lowest | 22,500 ₹26,550 |
| 3.00REPAIRS 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 | 4,500 ₹5,310 | 1,750 ₹2,065 Lowest | 1,750 ₹2,065 Lowest | 4,250 ₹5,015 |
| 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 | 15,000 ₹17,700 | 12,500 ₹14,750 | 11,250 ₹13,275 Lowest | 37,500 ₹44,250 |
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
Works
180 days
TIFR Mumbai
As per attached document
5 documents required · 5 mandatory
₹0
₹30,055
Technical services seminar room , TIFR, Mumbai
18 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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 2.02 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 50 | Sqm | - | - |
| 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 | - | - |
| 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 | - | - |
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