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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC 1897 TS NO 6 5 VELLIANGKATTU RAMASAMY GOWNDER LAY OUT 60 FEET ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹6.9 L | L1 | Accepted-AOC 1st Rank |
| 2 | L2₹7.1 L+₹21,578.66 (3.15%)Rejected-AOC NO 305 1 NEW COLONY 2ND STREET VALLAM POST CHENGALPET 603 002 | CHENGALPET | CHENGALPET | TAMIL NADU | 603002 | ₹7.1 L+₹21,578.66 (3.15%) | L2 | Rejected-AOC 2nd Rank |
| 3 | L3₹7.3 L+₹39,107.56 (5.70%)Rejected-AOC | ₹7.3 L+₹39,107.56 (5.70%) | L3 | Rejected-AOC 3rd Rank |
| 4 | L4₹7.5 L+₹59,138.06 (8.62%)Rejected-AOC | ₹7.5 L+₹59,138.06 (8.62%) | L4 | Rejected-AOC 4th Rank |
| 5 | L5₹7.5 L+₹62,455.40 (9.10%)Rejected-AOC | ₹7.5 L+₹62,455.40 (9.10%) | L5 | Rejected-AOC 5th Rank |
| Sl No | Description | Qty | Unit | K. THIYAGARAJAN L2 | SENTHILKUMAR L1 | NANDAKUMAR ENTERPRISES L3 | SSK ENTERPRISES L4 | M.SURESH L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Charges for Conducting Geo Physical Survey | 1 | Each | 1,800 ₹2,124 | 1,740 ₹2,053.2 Lowest | 2,000 ₹2,360 | 2,000 ₹2,360 | 1,900 ₹2,242 |
| 2.00 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. | 60 | Rm | 1,08,000 ₹1,27,440 | 1,09,380 ₹1,29,068.4 | 1,08,000 ₹1,27,440 | 1,02,000 ₹1,20,360 Lowest | 1,19,415 ₹1,40,909.7 |
| 3.00 | 60m to 90m Depth | 30 | Rm | 57,000 ₹67,260 | 59,250 ₹69,915 | 51,000 ₹60,180 Lowest | 54,000 ₹63,720 | 64,695 ₹76,340.1 |
| 4.00 | 90m to 120m Depth | 30 | Rm | 60,000 ₹70,800 | 62,820 ₹74,127.6 | 60,000 ₹70,800 | 57,000 ₹67,260 Lowest | 68,599.5 ₹80,947.41 |
| 5.00 | Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site | 60 | Rm | 30,000 ₹35,400 | 27,420 ₹32,355.6 | 27,000 ₹31,860 | 24,000 ₹28,320 Lowest | 29,925 ₹35,311.5 |
| 6.00 | 60m to 90m Depth | 30 | Rm | 15,000 ₹17,700 | 14,580 ₹17,204.4 | 13,800 ₹16,284 | 13,500 ₹15,930 Lowest | 15,817.5 ₹18,664.65 |
| 7.00 | 90m to 120m Depth | 30 | Rm | 15,000 ₹17,700 | 15,540 ₹18,337.2 | 13,800 ₹16,284 Lowest | 15,000 ₹17,700 | 16,957.5 ₹20,009.85 |
| 8.00 | Labour charges for inserting casing pipe supply & packing of pebbles | 90 | Rm | 40,500 ₹47,790 | 35,820 ₹42,267.6 | 40,500 ₹47,790 | 22,500 ₹26,550 Lowest | 39,159 ₹46,207.62 |
| 9.00 | Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 12 | Rm | 9,000 ₹10,620 | 7,992 ₹9,430.56 Lowest | 15,600 ₹18,408 | 10,800 ₹12,744 | 8,721 ₹10,290.78 |
| 10.00 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 36 | Rm | 16,200 ₹19,116 | 14,292 ₹16,864.56 Lowest | 46,800 ₹55,224 | 28,800 ₹33,984 | 15,561 ₹18,361.98 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
24 Aug 2026, 3:00 pmClosed
BDO VP
KNR Union at Padappai
Providing Borewell and Pump set with All Allied Materials and Pumping Main Lines in Poonthandalam Nallur Habitation at Poonthandalam Panchayat, Kundrathur Panchayat Union, Kancheepuram District Under MINES Surplus Scheme Funds of the Year 2026-27
2026_RDTN_693789_1
5162 / 2025 /A7 / KNR 1 / Dated 12.08.2026
Open Tender
Civil Works - Others
Works
120 days
Poonthandalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹8,000
1 Sept 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Charges for Conducting Geo Physical Survey | 1 | Each | - | - | 18% |
| 2 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. | 60 | Rm | - | - | 18% |
| 3 | 60m to 90m Depth | 30 | Rm | - | - | 18% |
| 4 | 90m to 120m Depth | 30 | Rm | - | - | 18% |
| 5 | Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site | 60 | Rm | - | - | 18% |
| 6 | 60m to 90m Depth | 30 | Rm | - | - | 18% |
| 7 | 90m to 120m Depth | 30 | Rm | - | - | 18% |
| 8 | Labour charges for inserting casing pipe supply & packing of pebbles | 90 | Rm | - | - | 18% |
| 9 | Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 12 | Rm | - | - | 18% |
| 10 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 36 | Rm | - | - | 18% |
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