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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | ₹32.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹32.6 L+₹2,148.20 (0.07%)Rejected-AOC | ₹32.6 L+₹2,148.20 (0.07%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | LCR AND SONS L2 | L.Kishore Kumar L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work open excavation 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 401 | M3 | 80,200 ₹94,636 | 79,799 ₹94,162.82 Lowest |
| 2.00 | Supplying and filling the foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 71 | M3 | 24,069 ₹28,401.42 | 23,998 ₹28,317.64 Lowest |
| 3.00 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and ten part of coarse aggregates) using 40mm size 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 | 71 | M3 | 4,02,925 ₹4,75,451.5 | 4,02,818.5 ₹4,75,325.83 Lowest |
| 4.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M 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. (Payment for centering shall be given after the concrete is laid) | 1,055 | M2 | 7,73,315 ₹9,12,511.7 | 7,72,471 ₹9,11,515.78 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two 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. | 176 | M3 | 12,27,776 ₹14,48,775.68 | 12,27,688 ₹14,48,671.84 Lowest |
| 6.00 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 352 | M2 | 2,22,464 ₹2,62,507.52 | 2,22,288 ₹2,62,299.84 Lowest |
| 7.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 268 | M3 | 27,738.35 ₹32,731.25 | 27,604.34 ₹32,573.12 Lowest |
Tender Value
₹32.9 L
EMD Value
₹32,900
Closing Date
24 Feb 2026, 3:00 pmClosed
The Commissioner,Tambaram City Municipal Corporati
No.01,Kalaivani Strete , Rajakilpakkam,chennai-73
Construction of Strom Water Drain at Samraj nagar 2nd, 3rd, 4th, 5th, 6th street in Ward no.40
2026_DMA_664474_27
168/2026/E1
Open Tender
Civil Works
Works
90 days
Tambaram City Municipal Corporation
Construction of Strom Water Drain at Samraj nagar 2nd, 3rd, 4th, 5th, 6th street in Ward no.40
2 documents required · 2 mandatory
₹0
₹32,900
4 Jul 2026
23 Feb 2026
24 Feb 2026
23 Feb 2026
24 Feb 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Earth work open excavation 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 401 | M3 | - | - | 18% |
| 2 | Supplying and filling the foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 71 | M3 | - | - | 18% |
| 3 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and ten part of coarse aggregates) using 40mm size 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 | 71 | M3 | - | - | 18% |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M 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. (Payment for centering shall be given after the concrete is laid) | 1,055 | M2 | - | - | 18% |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two 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. | 176 | M3 | - | - | 18% |
| 6 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 352 | M2 | - | - | 18% |
| 7 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 268 | M3 | - | - | 18% |
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