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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAdmitted-Finance | ₹6.1 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sri vaishnavi constructions L1 |
|---|---|---|---|---|
| 1.00 | Providing and fixing double scaffolding upto seven storey height made with casurina posts of dia upto 100mm dia 1.50m centre to centre ( both horizontal and vertical casurina posts of dia upto 100mm dia ) joining with rope,nails etc.and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system should be provided with essential safety feautures of the workmen etc.complete all as directed by the Eng-in-charge.(The elevational area shall be measured for payment.) | 15 | Sqm | 300 ₹4,500 Lowest |
| 2.00Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning th exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. | ||||
| 2.01 | 50 mm average thickness | 5 | Sqm | 100 ₹500 Lowest |
| 3.00Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer-In-Charge. | ||||
| 3.01 | Bars upto 12mm diameter | 10 | Metre | 20 ₹200 Lowest |
| 4.00Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | ||||
| 4.01 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. | 5 | Sqm | 200 ₹1,000 Lowest |
| 5.00Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded M sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done. | ||||
| 5.01 | 50 mm average thickness in three layers | 5 | Sqm | 1,500 ₹7,500 Lowest |
| 6.00Applying Non Toxic water thinnable water Thinnable Epoxy Undercoat Interior water proofer consisting of Part -1 and part-II of Choksey Techoxy 3 or equivalent grade to arrest the dampness over the internal walls including necessary scrapping of the existing surface as decided and directed by the Eng-in-charge. | ||||
Tender Value
Refer Docs
EMD Value
₹10,300
Closing Date
5 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER CIVIL
No 99 jawaharlal Nehru road, KK nagar TE bldg Chennai 600078
Replacement of damaged water supply pipes and,fittings and other civil works at 5th floor toilet of Haddows Road T E Building Chennai
2026_BSNL_285804_1
24/BSNL/CD FBR/CH/2026-27
Open Tender
Civil Works - Buildings
Item Rate
31 days
CHENNAI
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
ACCOUNTS OFFICER BSNL
₹10,300
8 Aug 2026
28 Jul 2026
7 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and fixing double scaffolding upto seven storey height made with casurina posts of dia upto 100mm dia 1.50m centre to centre ( both horizontal and vertical casurina posts of dia upto 100mm dia ) joining with rope,nails etc.and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system should be provided with essential safety feautures of the workmen etc.complete all as directed by the Eng-in-charge.(The elevational area shall be measured for payment.) | 15 | Sqm | - | - |
| 2Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning th exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. | |||||
| 2.01 | 50 mm average thickness | 5 | Sqm | - | - |
| 3Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer-In-Charge. | |||||
| 3.01 | Bars upto 12mm diameter | 10 | Metre | - | - |
| 4Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | |||||
| 4.01 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. | 5 | Sqm | - | - |
| 5Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded M sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done. | |||||
| 5.01 | 50 mm average thickness in three layers | 5 | Sqm | - | - |
| 6Applying Non Toxic water thinnable water Thinnable Epoxy Undercoat Interior water proofer consisting of Part -1 and part-II of Choksey Techoxy 3 or equivalent grade to arrest the dampness over the internal walls including necessary scrapping of the existing surface as decided and directed by the Eng-in-charge. | |||||
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