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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.0 L+₹44,055.24 (4.63%)Admitted-Fee/PreQual/Technical/Finance | ₹10.0 L+₹44,055.24 (4.63%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 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 | 6 | M3 | 4,610 ₹27,655.39 Lowest | 5,300 ₹31,794.7 |
| 2.00 | Dismantling the existing damaged cement concrete inculding all labour charges for clearing away from the site etc complete | 11 | M3 | 520 ₹5,718.96 Lowest | 540 ₹5,938.92 |
| 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 | 60 | M3 | 230 ₹13,799.02 Lowest | 250 ₹14,998.94 |
| 4.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 22 | M3 | 5,751 ₹1,26,496.12 Lowest | 5,800 ₹1,27,573.9 |
| 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) | 340 | M2 | 451 ₹1,53,340 Lowest | 460 ₹1,56,400 |
| 5.02 | Side Wall ( With Strutting) | 35 | M2 | 868 ₹30,375.66 Lowest | 900 ₹31,495.5 |
| 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 | 54.99 | M3 | 7,140 ₹3,92,664.3 Lowest | 7,500 ₹4,12,462.5 |
| 7.00 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 26 | M2 | 609 ₹15,830.95 Lowest | 630 ₹16,376.85 |
| 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. | 1,130 | Kg | 93 ₹1,05,090 Lowest | 100 ₹1,13,000 |
Tender Value
₹11.5 L
EMD Value
₹11,500
Closing Date
5 Aug 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
Re-Construction of damaged Culvert and Re-Construction of Storm water drain at Annaikattu 1st cross and 5th cross road , Annaikattu 4th street and MSK Nagar in ward No.48.
2026_MAWS_686171_1
E1-1544-2026-3-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPOATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,500
5 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 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 | 6 | M3 | - | - |
| 2 | Dismantling the existing damaged cement concrete inculding all labour charges for clearing away from the site etc complete | 11 | 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 | 60 | M3 | - | - |
| 4 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 22 | 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) | 340 | M2 | - | - |
| 5.02 | Side Wall ( With Strutting) | 35 | 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 | 55 | M3 | - | - |
| 7 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 26 | 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. | 1,130 | Kg | - | - |
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