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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹3.0 L+₹14,786 (5.17%)Rejected-AOC | ₹3.0 L+₹14,786 (5.17%) | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | SMK ENTERPRISES L1 | G. Suresh L2 |
|---|---|---|---|---|---|
| 1.00 | 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 m3 | 4 | cum | 280 ₹1,120 Lowest | 300 ₹1,200 |
| 2.00 | Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 1 | cum | 1,740 ₹1,740 Lowest | 1,800 ₹1,800 |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm 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 | 1 | cum | 5,600 ₹5,600 Lowest | 5,800 ₹5,800 |
| 4.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 250 | Kg | 96 ₹24,000 Lowest | 100 ₹25,000 |
| 5.00 | Charges for conducting Geophysical survey etc direction by the Departmental officers | 1 | No | 2,500 ₹2,500 Lowest | 2,800 ₹2,800 |
| 6.00 | Drilling of 150mm dia bore wells in over burden soil including labour charges for insertion of casing pipes | 9 | Rm | 270 ₹2,430 Lowest | 300 ₹2,700 |
| 7.00 | Supply of 150 mm (Casing Shollow depth) 1.2 PVC Casing pipe with exces duty as per IS 12818/1992 | 9 | Rm | 450 ₹4,050 Lowest | 500 ₹4,500 |
| 8.00 | Drilling of 150mm dia borewells in hard rock areas anywhere in Tamil Nadu including trasportion to the worksite in hard rock areas and developing the borewells | 90 | Rm | 290 ₹26,100 Lowest | 300 ₹27,000 |
| 9.00 | Labour charges for inserting casing pipes assembly (With slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer | 9 | Rm | 450 ₹4,050 Lowest | 500 ₹4,500 |
| 10.00Centering 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 | |||||
Tender Value
₹3.5 L
EMD Value
₹3,500
Closing Date
8 Jul 2026, 3:00 pmClosed
The Commissioner , Tambaram City Municipal Corpora
1, Muthuranga Mudali St, West Tambaram, Tambaram, Chennai, Tamil Nadu 600045
Providing Deep Borewell and Construction of Mini Over Head Tank at Neervanan Street in Ward No.30 Zone No.01 TCMC
2026_DMA_682506_3
1932/2026/E1
Open Tender
Civil Works
Item Rate
Zone 1, Pammal
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,500
18 Sept 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 m3 | 4 | cum | - | - |
| 2 | Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 1 | cum | - | - |
| 3 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm 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 | 1 | cum | - | - |
| 4 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 250 | Kg | - | - |
| 5 | Charges for conducting Geophysical survey etc direction by the Departmental officers | 1 | No | - | - |
| 6 | Drilling of 150mm dia bore wells in over burden soil including labour charges for insertion of casing pipes | 9 | Rm | - | - |
| 7 | Supply of 150 mm (Casing Shollow depth) 1.2 PVC Casing pipe with exces duty as per IS 12818/1992 | 9 | Rm | - | - |
| 8 | Drilling of 150mm dia borewells in hard rock areas anywhere in Tamil Nadu including trasportion to the worksite in hard rock areas and developing the borewells | 90 | Rm | - | - |
| 9 | Labour charges for inserting casing pipes assembly (With slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer | 9 | Rm | - | - |
| 10Centering 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 | |||||
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