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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹15.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.5 L+₹1.9 L (12.2%)Admitted-Fee/PreQual/Technical/Finance 135 135A PALANISAMY TOWER DHARMARAJ LAYOUT SOWRIPALAYAM CROSS ROAD RAMANATHAPURAM COIMBATORE 641 045 | COIMBATORE | TAMIL NADU | 641045 | ₹17.5 L+₹1.9 L (12.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.0 L+₹2.4 L (15.5%)Admitted-Fee/PreQual/Technical/Finance | ₹18.0 L+₹2.4 L (15.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R NATARAJAN L3 | TECTUS INFRA PVT LTD L2 | Creative construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.3) | 3 | m3 | 4,665.63 ₹13,996.89 | 4,316 ₹12,948 | 4,057.07 ₹12,171.21 Lowest |
| 2.00 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.4) | 93 | m3 | 105 ₹9,765 | 109 ₹10,137 | 102.52 ₹9,534.36 Lowest |
| 3.00 | Dismantling the damaged Cement concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.3) | 103 | m3 | 526 ₹54,178 | 487 ₹50,161 | 457.8 ₹47,153.4 Lowest |
| 4.00 | Earth work for drain to required depth, either by cutting and disposal of excavated soil to areas of fill or by filling with earth suitable for filling brought from areas of cutting or borrow pits in all kinds of soils except rock requiring blasting (Corporation SRO 2025 26 P.NO.3) | 58 | m3 | 202 ₹11,716 | 187 ₹10,846 | 176 ₹10,208 Lowest |
| 5.00 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete.(Corporation SRO 2025 26 P.NO.4) | 256.99 | m3 | 95 ₹24,414.05 | 88.5 ₹22,743.62 | 83.2 ₹21,381.57 Lowest |
| 6.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate ) using 40mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.(Corporation SRO 2025 26 P.NO.4) | 44 | m3 | 5,485 ₹2,41,340 | 5,074 ₹2,23,256 | 4,769.94 ₹2,09,877.36 Lowest |
| 7.00 | Centering with steel centering for revetment, drain and culvert Above 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (above 4 Feet).(Corporation SRO 2025 26 P.NO.6) | 596 | m2 | 507 ₹3,02,172 | 606 ₹3,61,176 | 427.28 ₹2,54,658.88 Lowest |
| 8.00 | Drain walls with of Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.(Corporation SRO 2025 26 P.NO.5) | 137 | m3 | 6,183 ₹8,47,071 | 5,720 ₹7,83,640 | 5,377.25 ₹7,36,683.25 Lowest |
| 9.00 | Wall plastering for using cement mortar 1:5(One part of cement, five parts of sand by volume) thickness 12 mm (average) for all internal/external surfaces for drains etc., finished smoothly to one level including curing etc., complete, at all leads and at all heights.(Corporation SRO 2025 26 P.NO.10) | 220 | m2 | 284 ₹62,480 | 263.5 ₹57,970 | 247.66 ₹54,485.2 Lowest |
| 10.00 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 (Corporation SRO 2025 26 P.NO.5) | 26 | m2 | 1,086 ₹28,236 | 1,005 ₹26,130 | 944.8 ₹24,564.8 Lowest |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of storm water drain and Culvert at Narayanasamy layout in ward No 55, East Zone.
2026_MAWS_694674_13
E52/2026-Single Cover
Open Tender
Civil Works - Others
Works
150 days
Coimbatore corporation
As per tender conditions
5 documents required · 5 mandatory
₹0
₹25,000
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.3) | 3 | m3 | - | - |
| 2 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.4) | 93 | m3 | - | - |
| 3 | Dismantling the damaged Cement concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. (Corporation SRO 2025 26 P.NO.3) | 103 | m3 | - | - |
| 4 | Earth work for drain to required depth, either by cutting and disposal of excavated soil to areas of fill or by filling with earth suitable for filling brought from areas of cutting or borrow pits in all kinds of soils except rock requiring blasting (Corporation SRO 2025 26 P.NO.3) | 58 | m3 | - | - |
| 5 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete.(Corporation SRO 2025 26 P.NO.4) | 256.99 | m3 | - | - |
| 6 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate ) using 40mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.(Corporation SRO 2025 26 P.NO.4) | 44 | m3 | - | - |
| 7 | Centering with steel centering for revetment, drain and culvert Above 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (above 4 Feet).(Corporation SRO 2025 26 P.NO.6) | 596 | m2 | - | - |
| 8 | Drain walls with of Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.(Corporation SRO 2025 26 P.NO.5) | 137 | m3 | - | - |
| 9 | Wall plastering for using cement mortar 1:5(One part of cement, five parts of sand by volume) thickness 12 mm (average) for all internal/external surfaces for drains etc., finished smoothly to one level including curing etc., complete, at all leads and at all heights.(Corporation SRO 2025 26 P.NO.10) | 220 | m2 | - | - |
| 10 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 (Corporation SRO 2025 26 P.NO.5) | 26 | m2 | - | - |
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