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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹20.2 LAdmitted-Fee/PreQual/Technical/Finance 68A MOOLAKKOUNDANPUTHUR KANGEYAM TALUK TIRUPPUR 638 105 | TIRUPPUR | TAMIL NADU | 638105 | ₹20.2 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹20.7 LAdmitted-Fee/PreQual/Technical/Finance TIRUPUR CORPORATION | TIRUCHIRAPPALLI | TAMIL NADU | 620002 | ₹20.7 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹20.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹20.7 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Moorthy L6 | K.VIJAYAKUMAR L3 | KRK CONSTRUTIONS L1 | V.R.MURUGAN L7 | Sankaran P L5 | SREE RANGANATHAR & CO L8 | R.PALANISAMY L4 | VPA & Co L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 420 | 1 M³ | 100 ₹42,000 Lowest | 203.22 ₹85,352.4 | 195 ₹81,900 | 220 ₹92,400 | 209.5 ₹87,990 | 225 ₹94,500 | 210 ₹88,200 | 160 ₹67,200 |
| 2.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 60 | 1 M³ | 5,000 ₹3,00,000 | 4,516.09 ₹2,70,965.4 | 4,322 ₹2,59,320 Lowest | 4,900 ₹2,94,000 | 4,642 ₹2,78,520 | 5,000 ₹3,00,000 | 4,625 ₹2,77,500 | 4,440 ₹2,66,400 |
| 3.00 | 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) | 1,080 | 1 M² | 450 ₹4,86,000 | 437.98 ₹4,73,018.4 | 419 ₹4,52,520 Lowest | 475 ₹5,13,000 | 450 ₹4,86,000 | 483 ₹5,21,640 | 450 ₹4,86,000 | 430 ₹4,64,400 |
| 4.00 | 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 mechanical means | 180 | 1 M³ | 6,430 ₹11,57,400 | 5,737.05 ₹10,32,669 | 5,491 ₹9,88,380 Lowest | 6,200 ₹11,16,000 | 5,897 ₹10,61,460 | 6,335 ₹11,40,300 | 5,875 ₹10,57,500 | 5,596 ₹10,07,280 |
| 5.00 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm 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. | 270 | 1 M² | 400 ₹1,08,000 Lowest | 499.29 ₹1,34,808.3 | 478 ₹1,29,060 | 520 ₹1,40,400 | 513 ₹1,38,510 | 550 ₹1,48,500 | 510 ₹1,37,700 | 492 ₹1,32,840 |
| 6.00 | Conveyance of excavated earth from work site to 0-5 km distance as per standard specification | 252 | 1 M³ | 100 ₹25,200 | 84.1 ₹21,193.2 | 80 ₹20,160 Lowest | 80 ₹20,160 Lowest | 86 ₹21,672 | 92 ₹23,184 | 85 ₹21,420 | 85 ₹21,420 |
| 7.00Add G.S.T @ 18% | |||||||||||
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
20 Jul 2026, 3:00 pmClosed
Comissioner
Comissioner, Tiruppur City Municipal Corporation Office
Dismantling and ReConstruction of Storm Water Drain at RVE Nagar and Valliyammal Nagar Areas in Ward No.49.
2026_MAWS_683921_12
E1/501/2024/Z3
Open Tender
Civil Works
Works
180 days
Tiruppur City Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹60,000
20 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 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. | 420 | 1 M³ | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 60 | 1 M³ | - | - |
| 3 | 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) | 1,080 | 1 M² | - | - |
| 4 | 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 mechanical means | 180 | 1 M³ | - | - |
| 5 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm 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. | 270 | 1 M² | - | - |
| 6 | Conveyance of excavated earth from work site to 0-5 km distance as per standard specification | 252 | 1 M³ | - | - |
| 7 | Add G.S.T @ 18% | - | - | - | - |
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