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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 690 MELA STREET AGARAM ALAGAPURAM PO ANDIMADAM TK ARIYALUR DIST 608901 | ANDIMADAM | ARIYALUR | TAMIL NADU | 608901 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
25 Mar 2026, 2:00 pmClosed
Chief Engineer/D/Villupuram
Chief Engineer/Distribution, TNPDCL Ltd, No.10,Old Power house road, Villupuram
Construction of Control room building and allied civil works in the proposed Srineducherry 33/11KVSS
2026_EB_672335_1
CE D VPM CIVIL SPEC.NO.21/25-26
Open Tender
Civil Works - Buildings
Works
Srineduncherry
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.6 L
Yes
25 Sept 2026
9 Mar 2026
26 Mar 2026
11 Mar 2026
25 Mar 2026
11 Mar 2026
11 Mar 2026 - 17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Control room Abstract Clearing juliflora jungle with uprooting including all labour lead lift etc., complete. | 280 | sqm | - | - |
| 1.02 | Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay stiff black cotton hard red earth, shales, murram, gravel stoney earth, earth mixed with small size boulders. | 144 | cum | - | - |
| 1.03 | Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2m in soft disintegrated rock laterite soft rock or kankar not requiring blasting, etc., complete. | 108 | cum | - | - |
| 1.04 | Earthwork excavation in medium rock and dense medium rock requiring blasting. (As instructed by the Engineer at site) | 108 | cum | - | - |
| 1.05 | Supplying and filling of M sand in foundation and basement with well watering and consolidation as per specn. including cost of all materials labour, lead, lift, etc., complete. (As instructed by the Engineer at site) | 43.5 | cum | - | - |
| 1.06 | PCC 1:3:6 mix using 40mm HBS machine crushed metal for foundation including cost of all labour, materials, lead, lift, curing, etc., complete. | 32 | cum | - | - |
| 1.07 | PCC 1:3:6 mix using 20mm HBS machine crushed metal for foundation including cost of all labour, materials, lead, lift, curing, etc., complete. | 2.6 | cum | - | - |
| 1.08 | RCC 1:1.5:3 using 12 to 20mm (machine crushed) metal for raft foundation without formwork including cost of all materials, labour lead, lift, etc., complete | 72.27 | cum | - | - |
| 1.09 | RCC 1: 1.5:3 using 12-20mm HBS metal (machine crushed) metal for concrete with centering shuttering form work including cost of all material, lead, lift, etc, complete, but excluding cost of steel reinforcement.. Column up to Basement | 5 | cum | - | - |
| 1.1 | Grade Beam | 14 | cum | - | - |
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