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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-Finance 1 102 UNION OFFICE ROAD VEPPUR POST KUNNAM TALUK PERAMBALUR 621 717 | PERAMBALUR | PERAMBALUR | TAMIL NADU | 621717 | ₹2.1 L | 1 | Accepted-Finance For further process |
| 2 | 2₹2.4 LAccepted-Finance | ₹2.4 L | 2 | Accepted-Finance For further process |
| Sl No | Description | Qty | Unit | KR CONSTRUCTIONS L2 | SS BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00Dismantling and clearing away from site to the designated place as directed by the engineer at site including labour, lead and lift etc., complete. | |||||
| 1.10 | Brick Masonry in cement mortar walls under 3m high | 1.7 | cum | 120 ₹204 | 100 ₹170 Lowest |
| 2.00 | Earthwork excavation &depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand not under water and ordinary soil including cost of all labour, lead,lift,etc.,complete. (SS 20B) | 7 | cum | 330 ₹2,310 | 280 ₹1,960 Lowest |
| 3.00 | Supply and filling with Msand for foundation including watering, consolidation etc.,complete. | 0.25 | cum | 2,300 ₹575 | 2,000 ₹500 Lowest |
| 4.00 | PCC 1:4:8 using 40m HB stone for foundation including cost of al materials and labour etc., complete. | 0.7 | cum | 6,350 ₹4,445 | 5,500 ₹3,850 Lowest |
| 5.00 | RCC 1:1.5:3 using 12 to 20mm(machine crushed) metal for raft concrete without formwork including cost of all materials, lead, lift, etc., complete. (As instructed by the Engineer at site) | 0.9 | cum | 10,950 ₹9,855 | 9,500 ₹8,550 Lowest |
| 6.00RCC 1: 1.5:3 using 12-20mm HBS metal (machine crushed) metal with centering, shuttering, form work including cost of all material, lead, lift,etc, complete, but excluding cost of steel reinforcement(As instructed by the Engineer at site) | |||||
| 6.10 | Column up to GL | 0.5 | cum | 25,300 ₹12,650 | 22,000 ₹11,000 Lowest |
| 6.20 | Column above GL | 1.05 | cum | 26,450 ₹27,772.5 | 23,000 ₹24,150 Lowest |
| 7.00 | Brickwork in CM 1:5 mix using II class chamber bricks of size 9"x 4 3/8"x2"3/4" for super structure including cost of all materials, labour, lead, lift, curing, etc., complete. Ground Floor | 0.9 | cum | 7,500 ₹6,750 | 6,500 ₹5,850 Lowest |
Tender Value
₹1.8 L
EMD Value
₹1,800
Closing Date
4 Jun 2026, 2:00 pmClosed
Superintending Engineer, TEDC/Metro, Mannarpuram,
Office of the Superintending Engineer, TEDC/Metro, Mannarpuram, Trichy-20.
Improvement works by providing Gate at Rear side, Steel door for store rooms Gutter for Weigh bridge office shed in Central store, Trichy.
2026_EB_677792_2
SE/TEDC/Metro/Trichy/ Specification No.C04/2026-27
Limited
Civil Works
Works
30 days
Periyamilaguparai
Refer Tender specification
2 documents required · 2 mandatory
₹0
₹1,800
Yes
21 Aug 2026
26 May 2026
5 Jun 2026
26 May 2026
4 Jun 2026
26 May 2026
26 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling and clearing away from site to the designated place as directed by the engineer at site including labour, lead and lift etc., complete. | |||||
| 1.1 | Brick Masonry in cement mortar walls under 3m high | 1.7 | cum | - | - |
| 2 | Earthwork excavation &depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand not under water and ordinary soil including cost of all labour, lead,lift,etc.,complete. (SS 20B) | 7 | cum | - | - |
| 3 | Supply and filling with Msand for foundation including watering, consolidation etc.,complete. | 0.25 | cum | - | - |
| 4 | PCC 1:4:8 using 40m HB stone for foundation including cost of al materials and labour etc., complete. | 0.7 | cum | - | - |
| 5 | RCC 1:1.5:3 using 12 to 20mm(machine crushed) metal for raft concrete without formwork including cost of all materials, lead, lift, etc., complete. (As instructed by the Engineer at site) | 0.9 | cum | - | - |
| 6RCC 1: 1.5:3 using 12-20mm HBS metal (machine crushed) metal with centering, shuttering, form work including cost of all material, lead, lift,etc, complete, but excluding cost of steel reinforcement(As instructed by the Engineer at site) | |||||
| 6.1 | Column up to GL | 0.5 | cum | - | - |
| 6.2 | Column above GL | 1.05 | cum | - | - |
| 7 | Brickwork in CM 1:5 mix using II class chamber bricks of size 9"x 4 3/8"x2"3/4" for super structure including cost of all materials, labour, lead, lift, curing, etc., complete. Ground Floor | 0.9 | cum | - | - |
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