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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC 429 EASWARANKOVILPATHU MEENATCHIPURAM MANNARSAMUTHRAM THIRUVAIYARU 613 101 | THIRUVAIYARU | THANJAVUR | TAMIL NADU | 613101 | 1 | Accepted-AOC ACCEPTED | |
| 2 | Rejected-Technical | - | Rejected-Technical Reject | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | B RAJKUMAR L1 | M/s BHANU CONSTRUCTIONS L4 | S NATARAJAN L2 | P.RAJKUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00Drilling 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/200mm 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. | |||||||
| 1.01 | Upto 60 mt. Depth ending below ground level | 50 | RM | 2,040 ₹1,02,000 Lowest | 2,300 ₹1,15,000 | 2,096 ₹1,04,800 | 2,300 ₹1,15,000 |
| 2.00Reaming 140/150/200mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. | |||||||
| 2.01 | Upto 60 mt. Depth ending below ground level | 50 | RM | 526 ₹26,300 Lowest | 625 ₹31,250 | 526 ₹26,300 Lowest | 625 ₹31,250 |
| 3.00Supply 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.TWAD P-17 | |||||||
| 3.01 | Plain Pipe CM | 36 | RM | 766 ₹27,576 Lowest | 766 ₹27,576 Lowest | 766 ₹27,576 Lowest | 766 ₹27,576 Lowest |
| 3.02 | Ribbed screen pipe | 15 | RM | 1,314 ₹19,710 Lowest | 1,314 ₹19,710 Lowest | 1,314 ₹19,710 Lowest | 1,314 ₹19,710 Lowest |
| 3.03 | 200mm dia OD PVC end cap | 1 | No | 201 ₹201 Lowest | 201 ₹201 Lowest | 201 ₹201 Lowest | 201 ₹201 Lowest |
| 4.00 | Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board | 50 | RM | 472 ₹23,600 | 520 ₹26,000 | 470 ₹23,500 Lowest | 470 ₹23,500 Lowest |
| 5.00 | Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by 'V' notch method. | 8 | Hr | 3,090 ₹24,720 Lowest | 3,400 ₹27,200 | 3,090 ₹24,720 Lowest | 3,200 ₹25,600 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
13 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
172 50 NO ROAD THIRUKATTUPALLI TOWN PANCHAYAT
Providing 200mm Deep Borewell at Onpathuveli Kamarajar Colony
2026_DTP_691468_3
0362/2026/A1
Open Tender
Civil Works - Water Works
Works
Providing 200mm Deep Borewell at Onpathuveli Kama
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,000
3 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 |
|---|---|---|---|---|---|
| 1Drilling 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/200mm 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. | |||||
| 1.01 | Upto 60 mt. Depth ending below ground level | 50 | RM | - | - |
| 2Reaming 140/150/200mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. | |||||
| 2.01 | Upto 60 mt. Depth ending below ground level | 50 | RM | - | - |
| 3Supply 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.TWAD P-17 | |||||
| 3.01 | Plain Pipe CM | 36 | RM | - | - |
| 3.02 | Ribbed screen pipe | 15 | RM | - | - |
| 3.03 | 200mm dia OD PVC end cap | 1 | No | - | - |
| 4 | Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board | 50 | RM | - | - |
| 5 | Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by 'V' notch method. | 8 | Hr | - | - |
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