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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.1 L+₹52,935.30 (15.0%)Rejected-AOC | ₹4.1 L+₹52,935.30 (15.0%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | svasit Engineers L1 | SRI MARUTHAMALAYAAN ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Desilting the existing RC concrete as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 2 | m3 | 2,700 ₹5,400 Lowest | 5,000 ₹10,000 |
| 2.00 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 19 | m3 | 106.3 ₹2,019.7 Lowest | 120 ₹2,280 |
| 3.00 | Dismantling the damaged Cement mortar concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 13 | m3 | 500 ₹6,500 Lowest | 500 ₹6,500 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 | 43 | m3 | 180 ₹7,740 Lowest | 220 ₹9,460 |
| 5.00 | 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. | 9 | m3 | 2,200 ₹19,800 Lowest | 5,900 ₹53,100 |
| 6.00 | Centering with steel centering for revetment, drain and culvert upto 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 (upto 4 Feet) | 187 | m2 | 475 ₹88,825 Lowest | 500 ₹93,500 |
| 7.00 | Plain cement concrete 1:3:6 mix (One cement three M.Sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 32 | m3 | 6,500 ₹2,08,000 Lowest | 6,700 ₹2,14,400 |
| 8.00 | 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. | 38 | m2 | 280 ₹10,640 Lowest | 300 ₹11,400 |
| 9.00 | 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. | 61 | m3 | 80 ₹4,880 Lowest | 100 ₹6,100 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
24 Jun 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Reconstruction of Strom Water Drain at gokulam colony cut Roads in ward no 74 of west zone.
2026_MAWS_681513_29
E1/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per document attached
4 documents required · 4 mandatory
₹0
₹5,000
Yes
24 Aug 2026
19 Jun 2026
25 Jun 2026
19 Jun 2026
24 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Desilting the existing RC concrete as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 2 | m3 | - | - |
| 2 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 19 | m3 | - | - |
| 3 | Dismantling the damaged Cement mortar concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 13 | 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 | 43 | m3 | - | - |
| 5 | 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. | 9 | m3 | - | - |
| 6 | Centering with steel centering for revetment, drain and culvert upto 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 (upto 4 Feet) | 187 | m2 | - | - |
| 7 | Plain cement concrete 1:3:6 mix (One cement three M.Sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 32 | m3 | - | - |
| 8 | 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. | 38 | m2 | - | - |
| 9 | 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. | 61 | m3 | - | - |
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