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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC OK |
| Sl No | Description | Qty | Unit | S . SAKTHIVEL L1 |
|---|---|---|---|---|
| 1.00 | Dismantling the existing damaged RCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 7 | M3 | 4,725 ₹33,075 Lowest |
| 2.00 | Dismantling the existing damaged PCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 13 | M3 | 555 ₹7,215 Lowest |
| 3.00 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels including all cost and conveyance of labour charges etc completed (SS20B) | 34 | M3 | 155 ₹5,270 Lowest |
| 4.00 | Plain Cement Concrete 1:5:10 (one cement five sand and ten coarse aggregates) using 40mm size ISS HBG metal ( cement grade shall be 53 grade) including cost and conveyance of all materials to site and including for the mixing, laying,curing and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 10 | M3 | 5,625 ₹56,250 Lowest |
| 5.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed. Side wall (Without strutting) | ||||
| 5.01 | For Drain Body wall(Without strutting) | 117 | M2 | 495 ₹57,915 Lowest |
| 5.02 | For Culvert (Without strutting) | 35 | M2 | 985 ₹34,475 Lowest |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specificationspecification | 34 | M3 | 7,125 ₹2,42,250 Lowest |
| 7.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 1,470 | KG | 99 ₹1,45,530 Lowest |
| 8.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 11 | M3 | 8,515 ₹93,665 Lowest |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
19 Feb 2026, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
Reconstruction of existing damaged culvert at Prabha Theater Road, Pavalam Street and Thiru.vi.ka street, Ward No. 28
2026_MAWS_660511_1
E1-4907-2024-2-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹885
₹8,000
7 Oct 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing damaged RCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 7 | M3 | - | - |
| 2 | Dismantling the existing damaged PCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 13 | M3 | - | - |
| 3 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels including all cost and conveyance of labour charges etc completed (SS20B) | 34 | M3 | - | - |
| 4 | Plain Cement Concrete 1:5:10 (one cement five sand and ten coarse aggregates) using 40mm size ISS HBG metal ( cement grade shall be 53 grade) including cost and conveyance of all materials to site and including for the mixing, laying,curing and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 10 | M3 | - | - |
| 5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed. Side wall (Without strutting) | |||||
| 5.01 | For Drain Body wall(Without strutting) | 117 | M2 | - | - |
| 5.02 | For Culvert (Without strutting) | 35 | M2 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specificationspecification | 34 | M3 | - | - |
| 7 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 1,470 | KG | - | - |
| 8 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 11 | M3 | - | - |
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