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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAdmitted-Finance | ₹28.5 L | L1 | Admitted-Finance |
| 2 | L2₹28.9 L+₹44,376.15 (1.56%)Admitted-Finance | ₹28.9 L+₹44,376.15 (1.56%) | L2 | Admitted-Finance |
| 3 | L3₹29.7 L+₹1.2 L (4.31%)Admitted-Finance | ₹29.7 L+₹1.2 L (4.31%) | L3 | Admitted-Finance |
| 4 | L4₹30.1 L+₹1.6 L (5.79%)Admitted-Finance | ₹30.1 L+₹1.6 L (5.79%) | L4 | Admitted-Finance |
| 5 | L5₹32.6 L+₹4.2 L (14.6%)Admitted-Finance | ₹32.6 L+₹4.2 L (14.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K RAMASAMY L3 | ARV AND CO L1 | NMS ENGINEERS L5 | U PRIYA L4 | T T CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry sit including shoring, strutting , baling or pumping out water wherever necessary and refilling the sides of foundation with excavation with excavated earth in layers of 15 cm thick and depositing the surplus earth in layers of 15 CM thick and depositing the surplus earth at places as directed by the departmental officers with inital lead and lift 10 m3 | 65 | m3 | 196.9 ₹12,798.5 | 199.6 ₹12,974 | 200 ₹13,000 | 220 ₹14,300 | 191.4 ₹12,441 Lowest |
| 2.00 | Supplying and filling in foundation and basement with well gravel in layers of not more than 15 cm thick well rammed watered and compacted etc., complete complyinf with standard specification | 52 | m3 | 468 ₹24,336 | 500 ₹26,000 | 123 ₹6,396 Lowest | 520 ₹27,040 | 455.01 ₹23,660.52 |
| 3.00 | Conveyance of excavated earth and clearing away from site to alead of 2 km from site etc., complete | 62 | m3 | 93 ₹5,766 | 100 ₹6,200 | 100 ₹6,200 | 100 ₹6,200 | 90.48 ₹5,609.76 Lowest |
| 4.00 | Plain Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm 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 | 8 | m3 | 5,335.99 ₹42,687.92 | 5,000 ₹40,000 Lowest | 5,500 ₹44,000 | 5,000 ₹40,000 Lowest | 5,187.31 ₹41,498.44 |
| 5.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C) complying with standard specification and directed- 10 m 2 | 94 | m3 | 1,056.99 ₹99,357.06 | 1,100 ₹1,03,400 | 1,000 ₹94,000 Lowest | 1,100 ₹1,03,400 | 1,027.47 ₹96,582.18 |
| 7.00 | Supplying and Fabricating and placing in position MS or RTS bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors | 30 | qtl | 8,540 ₹2,56,200 | 8,000 ₹2,40,000 Lowest | 9,500 ₹2,85,000 | 9,500 ₹2,85,000 | 8,301.67 ₹2,49,050.11 |
| 8.00 | Reinforced Cement concrete 1:1.5:3 (one cement,one and half M.sand & three course aggregate) using 20 mm gauge hand broken/and broken granite stone for all RCC items of works excluding centerings huttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 30 | m3 | 8,721 ₹2,61,630 | 7,680 ₹2,30,400 Lowest | 9,500 ₹2,85,000 | 9,700 ₹2,91,000 | 8,477.75 ₹2,54,332.49 |
| 9.00 | Supply and fixing of MS truss, Purlins and angles etc., complete complying with standard specification | 8,600 | Kgs | 101 ₹8,68,600 | 93 ₹7,99,800 Lowest | 113 ₹9,71,800 | 150 ₹12,90,000 | 98.49 ₹8,47,037.22 |
| 10.00 | Supply and fixing of GI sheet etc., complete complying with standard specification | 260 | M2 | 1,040.88 ₹2,70,628.8 | 1,000 ₹2,60,000 Lowest | 1,100 ₹2,86,000 | 1,160 ₹3,01,600 | 1,011.81 ₹2,63,070.6 |
| 11.00 | Painting with enamel paint two coats for new Iron work etc., complete complying with standard spefication | 5,330 | m2 | 146.6 ₹7,81,378 | 148 ₹7,88,840 | 165 ₹8,79,450 | 50 ₹2,66,500 Lowest | 142.85 ₹7,61,411.82 |
Tender Value
₹40 L
EMD Value
₹40,000
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of open auditorium at Ramakrishnapuram corporation girls higher secondary school in ward no.63,central zone.
2026_MAWS_679597_22
e37/2026-two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹40,000
The Chief Engineer Office, Coimbatore Corporation
3 Jul 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry sit including shoring, strutting , baling or pumping out water wherever necessary and refilling the sides of foundation with excavation with excavated earth in layers of 15 cm thick and depositing the surplus earth in layers of 15 CM thick and depositing the surplus earth at places as directed by the departmental officers with inital lead and lift 10 m3 | 65 | m3 | - | - |
| 2 | Supplying and filling in foundation and basement with well gravel in layers of not more than 15 cm thick well rammed watered and compacted etc., complete complyinf with standard specification | 52 | m3 | - | - |
| 3 | Conveyance of excavated earth and clearing away from site to alead of 2 km from site etc., complete | 62 | m3 | - | - |
| 4 | Plain Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm 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 | 8 | m3 | - | - |
| 5 | Centering for soffits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C) complying with standard specification and directed- 10 m 2 | 94 | m3 | - | - |
| 7 | Supplying and Fabricating and placing in position MS or RTS bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors | 30 | qtl | - | - |
| 8 | Reinforced Cement concrete 1:1.5:3 (one cement,one and half M.sand & three course aggregate) using 20 mm gauge hand broken/and broken granite stone for all RCC items of works excluding centerings huttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 30 | m3 | - | - |
| 9 | Supply and fixing of MS truss, Purlins and angles etc., complete complying with standard specification | 8,600 | Kgs | - | - |
| 10 | Supply and fixing of GI sheet etc., complete complying with standard specification | 260 | M2 | - | - |
| 11 | Painting with enamel paint two coats for new Iron work etc., complete complying with standard spefication | 5,330 | m2 | - | - |
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