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Tender Value
₹8.4 L
EMD Value
₹16,900
Closing Date
26 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER CIVIL
99, Jawaharlal Nehru Road, Third Floor, KK Nagar TE Building, KK Nagar, Chennai 600 078.
External Structural repairs to the New TE Building at Kancheepuram
2026_BSNL_277688_1
07/BSNL/CD-MMN/CHN/2026-27
Open Tender
Civil Works - Buildings
Item Rate
91 days
CHENNAI
as per tender document
3 documents required · 3 mandatory
₹590
BSNL, CHENNAI TELEPHONES
₹16,900
15 May 2026
15 May 2026
29 May 2026
15 May 2026
26 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing Cement concrete/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. | 1 | Cum | - | - |
| 2 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to Four storey height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies,M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in Charge .The elevational area of the scaffolding shall be measured forpayment purpose .The scaffolding shall be removed only after the completion of structural repair and its allied civil works. The payment will be made once irrespective of duration of scaffolding. | 1,377 | Sqm | - | - |
| 3Chipping 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 the 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 | |||||
| 3.01 | 25mm average thickness | 154 | Sqm | - | - |
| 4Cleaning 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 | |||||
| 4.01 | Bars upto 12 mm diameter | 50 | m | - | - |
| 4.02 | Bars above 12 mm diameter | 50 | m | - | - |
| 5Providing, 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. | |||||
| 5.01 | 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. | 155 | Sqm | - | - |
| 6Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. | |||||
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