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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.4 LRejected-Finance | ₹7.4 L | L2 | Rejected-Finance Highest rate quated |
| Sl No | Description | Qty | Unit | G.Jothibass L2 | N.GANESAN L1 |
|---|---|---|---|---|---|
| 1.01 | Geophysical survey charges Drilling of Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig. | 1 | Nos | 2,490 ₹2,490 | 2,400 ₹2,400 |
| 1.02 | Upto 60m.Depth ending below Ground Level | 60 | Mtr | 1,959.45 ₹1.2 L | 1,958.1 ₹1.2 L |
| 1.03 | From 60m and upto 90m depth ending from G.L. | 30 | Mtr | 2,122.75 ₹63,682.50 | 2,122.25 ₹63,667.50 |
| 1.04 | From 90m and upto 120m depth ending from G.L. | 30 | Mtr | 2,250.33 ₹67,509.90 | 2,250 ₹67,500 |
| 1.05 | From 120m and upto 150m depth ending from G.L. | 28 | Mtr | 2,368.95 ₹66,330.60 | 2,368.45 ₹66,316.60 |
| 1.06 | Reaming 140/150mm Diameter Bore to 300 mm Diameter Below Ground Level From 0Mts and Upto 60m.Depth ending below Ground Level | 60 | Mtr | 492.4 ₹29,544 | 492.1 ₹29,526 |
| 1.07 | From 60m and upto 90m depth ending from G.L. | 30 | Mtr | 523 ₹15,690 | 522.75 ₹15,682.50 |
| 1.08 | From 90m and upto 120m depth ending from G.L. | 30 | Mtr | 557.45 ₹16,723.50 | 557 ₹16,710 |
| 1.09 | From 120m and upto 150m depth ending from G.L. | 28 | Mtr | 566.4 ₹15,859.20 | 566 ₹15,848 |
| 1.10 | Reaming 300mm Diameter Bore to 400 mm Diameter Below Ground Level From 0Mts and Upto 60m.Depth ending below Ground Level | 60 | Mtr | 759.03 ₹45,541.80 | 758.5 ₹45,510 |
Tender Value
₹8.9 L
EMD Value
₹8,890
Closing Date
25 Feb 2026, 3:00 pmClosed
Block Development Officer VP, Kammapuram
Panchayat Union Office, Kammapuram
Providing of Drilling of New Bore Well 200 mm dia at Uyyakondaravi Panchayat
2026_RDTN_665034_1
A2/2034/2025
Open Tender
Civil Works - Water Works
90 days
Panchayat Union Office, Kammapuram
A per tender
3 documents required · 3 mandatory
₹0
₹8,890
Yes
Panchayat Union Office, Kammapuram
26 Feb 2026
23 Feb 2026
25 Feb 2026
23 Feb 2026
25 Feb 2026
23 Feb 2026
24 Feb 2026
Geophysical survey charges Drilling of Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.
Upto 60m.Depth ending below Ground Level
From 60m and upto 90m depth ending from G.L.
From 90m and upto 120m depth ending from G.L.
From 120m and upto 150m depth ending from G.L.
Reaming 140/150mm Diameter Bore to 300 mm Diameter Below Ground Level From 0Mts and Upto 60m.Depth ending below Ground Level
From 60m and upto 90m depth ending from G.L.
From 90m and upto 120m depth ending from G.L.
From 120m and upto 150m depth ending from G.L.
Reaming 300mm Diameter Bore to 400 mm Diameter Below Ground Level From 0Mts and Upto 60m.Depth ending below Ground Level
From 60m and upto 90m depth ending from G.L.
From 90m and upto 120m depth ending from G.L.
From 120m and upto 150m depth ending from G.L.
Electrical Logging Charges for borewell
Supply and delivery of the following materials required for the erection of borewell 200 mm dia OD PVC plain casing pipe CS PIPE
201 mm dia OD pvc Plain casing pipes CM PIPE
200 mm dia OD pvc ribbed screen casing pipes
200mm dia Bottom Dummy (Pre end cap)
Bore Well Top Cover
Labour charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes, supplying and packing the annular space with pebbles of size and quality as approved by the Department Officer. 200mm OD PVC Pipe
Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor as direct by Departmental Officers conducting yield test "V" Notach method
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