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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.2 LAccepted-Finance | ₹6.2 L | 1 | Accepted-Finance Bidder Quoted lower than estimate value |
| 2 | 2₹6.3 LRejected-Finance | ₹6.3 L | 2 | Rejected-Finance Bidder Quoted more than estimate value |
| Sl No | Description | Qty | Unit | K. Rajendran L2 | SREE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 105.8 | 1M³ | 250 ₹26,450 | 248 ₹26,238.4 Lowest |
| 2.00 | Conveyance of excavated earth to a lead of 0 to 5 Km including cost of loading, transporting etc., complete complying with standard specification. | 63.6 | 1M³ | 104 ₹6,614.4 | 103 ₹6,550.8 Lowest |
| 3.00 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. - Mixing by manual means | 12.2 | 1M³ | 5,956 ₹72,663.2 | 5,926 ₹72,297.2 Lowest |
| 4.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 2.10M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid) | 241.2 | 1M² | 538 ₹1,29,765.6 | 535 ₹1,29,042 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 40.2 | 1M³ | 6,987 ₹2,80,877.4 | 6,952 ₹2,79,470.4 Lowest |
| 6.00 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 51.8 | 1M² | 300 ₹15,540 | 298 ₹15,436.4 Lowest |
| 7.00Add GST @ 18% | |||||
Tender Value
₹6.3 L
EMD Value
₹12,700
Closing Date
20 Feb 2026, 3:00 pmClosed
Commissioner Tiruppur City Municipal Corporation
Tiruppur City Municipal Corporation
Construction Storm Water Drain at MS Nagar in Ward No 17
2026_MAWS_655240_15
E1/2942/2025
Open Tender
Civil Works
Works
90 days
Tiruppur City Municipal Corporation
Ple refer Tender Notice
3 documents required · 3 mandatory
₹0
₹12,700
18 Jul 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 105.8 | 1M³ | - | - |
| 2 | Conveyance of excavated earth to a lead of 0 to 5 Km including cost of loading, transporting etc., complete complying with standard specification. | 63.6 | 1M³ | - | - |
| 3 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. - Mixing by manual means | 12.2 | 1M³ | - | - |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 2.10M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid) | 241.2 | 1M² | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 40.2 | 1M³ | - | - |
| 6 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 51.8 | 1M² | - | - |
| 7 | Add GST @ 18% | - | - | - | - |
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