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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹7.4 LRejected-AOC PERAMBALUR | TAMIL NADU | 621101 | ₹7.4 L | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | SN ENTERPRISES L1 | Panneerselvam L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the existing PCC Drain Wall in the existing surface clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. | 16 | Cum | 520 ₹8,320 | 550 ₹8,800 |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 153 | Cum | 282 ₹43,146 | 290 ₹44,370 |
| 3.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 17 | Cum | 1,740 ₹29,580 | 1,750 ₹29,750 |
| 4.01 | 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 | 17 | Cum | 6,648 ₹1.1 L | 6,648 ₹1.1 L |
| 5.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 5.01 | Drain Wall | 243 | Sqm | 669 ₹1.6 L | 669 ₹1.6 L |
| 6.00 | 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 | 49 | Cum | 6,975 ₹3.4 L | 6,975 ₹3.4 L |
| 7.00 | Plastering with Cement Mortar 1:5 (One cement and Five 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. | 61 | Sqm | 630 ₹38,430 | 630 ₹38,430 |
Tender Value
₹8.8 L
EMD Value
₹8,800
Closing Date
6 Feb 2026, 3:00 pmClosed
The Commissioner, Tambaram Corporation
1, Muthuranga Mudali St, West Tambaram, Tambaram, Chennai, Tamil Nadu 600045
Construction of Storm Water Drain in Avaiyar Street at Ward No.29 Zone No.01 TCMC
2026_DMA_648932_23
4875/2025/E1/Z1
Open Tender
Civil Works
Zone No.01
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,800
29 May 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
Dismantling the existing PCC Drain Wall in the existing surface clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
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
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
Drain Wall
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
Plastering with Cement Mortar 1:5 (One cement and Five 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.
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