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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC OK |
| 2 | L2₹2.3 L+₹6,636.44 (2.96%)Rejected-Finance | ₹2.3 L+₹6,636.44 (2.96%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | TE YELLOW CITY BUILDERS L1 | VETRI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the existing damaged Reinforced cement concrete inculding all labour charges for clearing away from the site etc complete | 2.5 | M3 | 4,840 ₹12,095.16 Lowest | 4,925 ₹12,307.58 |
| 2.00 | Dismantling the existing damaged cement concrete inculding all labour charges for clearing away from the site etc complete | 6 | M3 | 546 ₹3,273.82 Lowest | 555 ₹3,327.78 |
| 3.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 15 | M3 | 144 ₹2,160.29 Lowest | 175 ₹2,625.35 |
| 4.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 4 | M3 | 5,579 ₹22,327.16 Lowest | 5,690 ₹22,771.38 |
| 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 - 10 m 2 (P & D)Data 38 | |||||
| 5.01 | Side Wall ( Without Strutting) | 31 | M2 | 487 ₹15,097 Lowest | 499 ₹15,469 |
| 5.02 | Side Wall ( With Strutting) | 13 | M2 | 974 ₹12,658.1 Lowest | 995 ₹12,931.02 |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) 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 specification. | 10 | M3 | 7,056 ₹70,545.89 Lowest | 7,250 ₹72,485.5 |
| 7.00 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers. | 8 | M2 | 613 ₹4,904 Lowest | 635 ₹5,080 |
| 8.00 | 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. | 500 | Kg | 94 ₹47,000 Lowest | 99 ₹49,500 |
Tender Value
₹2.7 L
EMD Value
₹2,700
Closing Date
17 Feb 2026, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI , ERODE
RE-CONSTRUCTION OF DAMAGED CULVERT AT SANTHANKARUKKU-1 IN WARD NO.51.
2026_MAWS_659045_1
E1-0118-2025-2-28-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹885
₹2,700
13 Jul 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing damaged Reinforced cement concrete inculding all labour charges for clearing away from the site etc complete | 2.5 | M3 | - | - |
| 2 | Dismantling the existing damaged cement concrete inculding all labour charges for clearing away from the site etc complete | 6 | M3 | - | - |
| 3 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 15 | M3 | - | - |
| 4 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 4 | 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 - 10 m 2 (P & D)Data 38 | |||||
| 5.01 | Side Wall ( Without Strutting) | 31 | M2 | - | - |
| 5.02 | Side Wall ( With Strutting) | 13 | M2 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) 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 specification. | 10 | M3 | - | - |
| 7 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers. | 8 | M2 | - | - |
| 8 | 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. | 500 | Kg | - | - |
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