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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.3 L+₹6,195.74 (0.38%)Admitted-Fee/PreQual/Technical/Finance | ₹16.3 L+₹6,195.74 (0.38%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹16.5 L+₹26,854.42 (1.65%)Admitted-Fee/PreQual/Technical/Finance MOHANUR NAMAKKAL | MOHANUR | NAMAKKAL | TAMIL NADU | ₹16.5 L+₹26,854.42 (1.65%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹17.4 L+₹1.1 L (6.67%)Admitted-Fee/PreQual/Technical/Finance | ₹17.4 L+₹1.1 L (6.67%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SIDDHARTH ASSOCIATES L1 | R THANGAVEL L3 | CHITHRAVARSINI AND CO L4 | Creative construction L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 2 | m3 | 4,057.08 ₹8,114.16 | 400 ₹800 Lowest | 2,000 ₹4,000 | 4,057.07 ₹8,114.14 |
| 2.00 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 51 | m3 | 73.2 ₹3,733.2 Lowest | 100 ₹5,100 | 100 ₹5,100 | 102.52 ₹5,228.52 |
| 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. | 65 | m3 | 429.19 ₹27,897.35 | 300 ₹19,500 Lowest | 300 ₹19,500 Lowest | 457.8 ₹29,757 |
| 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 | 247 | m3 | 165 ₹40,755 Lowest | 200 ₹49,400 | 180 ₹44,460 | 176 ₹43,472 |
| 5.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M | 219 | m3 | 76 ₹16,644 Lowest | 100 ₹21,900 | 80 ₹17,520 | 83.2 ₹18,220.8 |
| 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. | 36 | m3 | 4,769.94 ₹1,71,717.84 | 4,000 ₹1,44,000 Lowest | 5,000 ₹1,80,000 | 4,769.94 ₹1,71,717.84 |
| 7.00 | 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) | 874 | m2 | 427.28 ₹3,73,442.72 | 400 ₹3,49,600 | 390 ₹3,40,860 Lowest | 427.28 ₹3,73,442.72 |
| 8.00 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six 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 | 145 | m3 | 5,387.26 ₹7,81,152.7 | 6,000 ₹8,70,000 | 6,200 ₹8,99,000 | 5,377.25 ₹7,79,701.25 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. | 289 | m2 | 247.66 ₹71,573.74 | 200 ₹57,800 Lowest | 300 ₹86,700 | 247.66 ₹71,573.74 |
| 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 | 18 | m2 | 944.8 ₹17,006.4 | 1,000 ₹18,000 | 700 ₹12,600 Lowest | 944.8 ₹17,006.4 |
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 Existing Damaged Storm Water Drain and Culvert at Nehru Park Balasundram layout in ward no. 59, East Zone
2026_MAWS_694674_6
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. | 2 | m3 | - | - |
| 2 | Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 51 | 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. | 65 | 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 | 247 | m3 | - | - |
| 5 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M | 219 | 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. | 36 | m3 | - | - |
| 7 | 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) | 874 | m2 | - | - |
| 8 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six 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 | 145 | 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. | 289 | 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 | 18 | m2 | - | - |
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