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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 LAccepted-AOC | ₹19.1 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹21.5 L+₹2.4 L (12.5%)Rejected-Finance | ₹21.5 L+₹2.4 L (12.5%) | 2 | Rejected-Finance Reject |
| 3 | 3₹22.5 L+₹3.3 L (17.4%)Rejected-Finance 5 6 JOTHI NAGAR TRICHY CHENNAI BYPASS ROAD TRICHY | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹22.5 L+₹3.3 L (17.4%) | 3 | Rejected-Finance Reject |
| 4 | 4₹23.2 L+₹4.0 L (21.1%)Rejected-Finance | ₹23.2 L+₹4.0 L (21.1%) | 4 | Rejected-Finance Reject |
| 5 | 5₹23.6 L+₹4.5 L (23.5%)Rejected-Finance | ₹23.6 L+₹4.5 L (23.5%) | 5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Dhinakaran and Co L3 | M/s. VP Infra Projects L1 | senthil L5 | K RAGAVAN L2 | ALAVANDAR RAJARAM L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 140mm dia and then enlarging to 150mm dia bore by direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling benonite and water required for drilling at site. Site will be shown by the Departmental officers including construction of mud pit..upto 60m depth ending below ground level | 1 | RM | - | - | - | - | - |
| 2.00 | Upto 60 mt. Depth ending below ground level | 225 | RM | 6,15,375 ₹6,15,375 | 5,23,800 ₹5,23,800 | 4,72,500 ₹4,72,500 | 4,00,725 ₹4,00,725 Lowest | 4,71,746.25 ₹4,71,746.25 |
| 3.00 | Reaming 200/350mm dia pilot bore to 300mm dia bore as directed by the Departmental officers. | 1 | RM | - | - | - | - | - |
| 4.00 | Upto 60 mt. Depth ending below ground level | 180 | RM | 98,820 ₹98,820 | 84,240 ₹84,240 | 1,08,000 ₹1,08,000 | 80,460 ₹80,460 Lowest | 1,06,389 ₹1,06,389 |
| 5.00 | 60 mt to 90 Depth level | 45 | RM | 26,190 ₹26,190 | 22,275 ₹22,275 | 24,750 ₹24,750 | 21,375 ₹21,375 Lowest | 23,710.5 ₹23,710.5 |
| 6.00 | Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer. | 1 | RM | - | - | - | - | - |
| 7.00 | 200mm dia OD PVC Plain casing Pipe (CS) | 216 | RM | 1,64,592 ₹1,64,592 | 1,40,184 ₹1,40,184 Lowest | 1,66,320 ₹1,66,320 | 1,72,800 ₹1,72,800 | 1,65,542.4 ₹1,65,542.4 |
| 8.00 | 200mm dia OD PVC slot casing Pipe (RS) | 45 | RM | 58,815 ₹58,815 | 50,085 ₹50,085 Lowest | 60,750 ₹60,750 | 58,500 ₹58,500 | 59,170.5 ₹59,170.5 |
| 9.00 | 200mm dia OD PVC end cap | 3 | Each | 600 ₹600 | 510 ₹510 Lowest | 630 ₹630 | 603 ₹603 | 603.9 ₹603.9 |
| 10.00 | Labour charges for inserting300 mm dia OD PVC casing pipes assembly. (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste including supplying and packing of pebbles in anular spaces as approved by the Asst.Exe.Engineer. | 225 | RM | 98,775 ₹98,775 | 84,150 ₹84,150 Lowest | 1,08,000 ₹1,08,000 | 87,750 ₹87,750 | 1,06,265.25 ₹1,06,265.25 |
Tender Value
₹27 L
EMD Value
₹27,000
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Officer
Koradachery L.F.Road Kodavasal
Drilling of Bore well 200 mm dia at Nethaji Nagar, Padamavathy Nagar, Athikkadai Samathuvapuram OHT tank in Kodavasal Town Panchayat
2026_DTP_691527_1
243/2026/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
Kodavasal Town Panchayat
As Per specification
2 documents required · 2 mandatory
₹0
₹27,000
Yes
8 Sept 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 140mm dia and then enlarging to 150mm dia bore by direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling benonite and water required for drilling at site. Site will be shown by the Departmental officers including construction of mud pit..upto 60m depth ending below ground level | 1 | RM | - | - |
| 2 | Upto 60 mt. Depth ending below ground level | 225 | RM | - | - |
| 3 | Reaming 200/350mm dia pilot bore to 300mm dia bore as directed by the Departmental officers. | 1 | RM | - | - |
| 4 | Upto 60 mt. Depth ending below ground level | 180 | RM | - | - |
| 5 | 60 mt to 90 Depth level | 45 | RM | - | - |
| 6 | Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer. | 1 | RM | - | - |
| 7 | 200mm dia OD PVC Plain casing Pipe (CS) | 216 | RM | - | - |
| 8 | 200mm dia OD PVC slot casing Pipe (RS) | 45 | RM | - | - |
| 9 | 200mm dia OD PVC end cap | 3 | Each | - | - |
| 10 | Labour charges for inserting300 mm dia OD PVC casing pipes assembly. (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste including supplying and packing of pebbles in anular spaces as approved by the Asst.Exe.Engineer. | 225 | RM | - | - |
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