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Tender Value
₹13.7 L
EMD Value
₹13,650
Closing Date
12 Jun 2026, 3:00 pm6d left
Commissioner Pattukkottai Municipality
Commissioner Pattukkottai Municipality
Providing water sources and D Main ward 18 mela at Pattukkottai Municipality
2026_MAWS_679130_1
Pattukkottai Municipality - 4597/2026-E1- 15 CFC
Open Tender
Civil Works
Pattukkottai municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹13,650
Yes
2 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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.Upto 60 m Depth ending below ground level | - | Rm | - | - |
| 1.02 | 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.From 60 m upto 90 m Depth ending from ground level | - | Rm | - | - |
| 1.03 | 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. From 90 m upto 120 m Depth ending from ground level | - | Rm | - | - |
| 2.01 | Reaming 300 mm dia pilot bore to 400mm/ 450mm dia bore as directed by the TWAD Board Officer.Upto 60 m Depth ending below ground level | - | Rm | - | - |
| 2.02 | Reaming 300 mm dia pilot bore to 400mm/ 450mm dia bore as directed by the TWAD Board Officer.From 60 m upto 90 m Depth ending from ground level | - | Rm | - | - |
| 2.03 | Reaming 300 mm dia pilot bore to 400mm/ 450mm dia bore as directed by the TWAD Board Officer.From 90 m upto 120 m Depth ending from ground level | - | Rm | - | - |
| 3.01 | PVC CASING PIPE AS PER IS 12818 / 2010 200mm CM | - | Rm | - | - |
| 3.02 | PVC CASING PIPE AS PER IS 12818 / 2010 200mm RS | - | Rm | - | - |
| 4Labour Charges for inserting 150 mm/200mm/250 mm dia (M.S. Casing pipes assembly with slots or with out slots) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineers of TWAD Board. 200 mm dia Casing Pipes assembly | |||||
| 5Charges 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. | |||||
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