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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.6 L+₹1,215.75 (0.14%)Rejected-Finance | ₹8.6 L+₹1,215.75 (0.14%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹8.7 L+₹7,204.15 (0.84%)Rejected-Finance | ₹8.7 L+₹7,204.15 (0.84%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹8.9 L+₹27,025.15 (3.15%)Rejected-Finance | ₹8.9 L+₹27,025.15 (3.15%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹9.1 L+₹53,989.75 (6.29%)Rejected-Finance | ₹9.1 L+₹53,989.75 (6.29%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Vanniyanathan L4 | Balachandar L3 | G.Jothibass L7 | D.RAVIKUMAR L2 | GAJENDIRAN L5 | K.Velmurugan L1 | D.Rajasekaran L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Geophysical Survey charges | 1 | LS | 1,660 ₹1,660 | 2,000 ₹2,000 | 2,400 ₹2,400 | 1,500 ₹1,500 Lowest | 2,000 ₹2,000 | 2,300 ₹2,300 | 3,000 ₹3,000 |
| 2.00 | Drilling of bore well in alluvial soil sedimentary strata of clay and sand stone, shale, pebbles, boulders etc., by first taking a pilot bore of 140mm/ 150mm/ 200mm dia and then enlarging to required dia by direct or or reverse rotary mud circulation method, using contractor’s rig, fuel, labour, drilling, at the site shown by the Departmental Officers including construction of mud pit and transportation (Water available within a lead of 1.5Km) using Rotary Rig. a) Drilling of 140/150/200mm.Pilot bore.Upto 60m depth ending below G.L | 60 | M | 1,676.6 ₹1,00,596 | 1,550 ₹93,000 Lowest | 2,080 ₹1,24,800 | 2,000 ₹1,20,000 | 1,700 ₹1,02,000 | 1,980 ₹1,18,800 | 1,910 ₹1,14,600 |
| 3.00 | From 60m and upto 90m depth ending from G.L | 30 | M | 1,885.23 ₹56,556.9 | 1,600 ₹48,000 Lowest | 2,170 ₹65,100 | 2,000 ₹60,000 | 1,929 ₹57,870 | 2,100 ₹63,000 | 1,800 ₹54,000 |
| 4.00 | From 90m and upto 120m depth ending fromG.L | 12 | M | 1,998.52 ₹23,982.24 | 1,700 ₹20,400 Lowest | 2,307 ₹27,684 | 2,100 ₹25,200 | 2,045 ₹24,540 | 2,175 ₹26,100 | 1,700 ₹20,400 Lowest |
| 5.00 | Reaming from 140/150mm dia pilot bore to 300 mm dia Bore as directed by Departmental officers.Upto 60m depth ending below G.L.Upto 60m depth ending below G.L | 60 | M | 437.33 ₹26,239.8 Lowest | 450 ₹27,000 | 515 ₹30,900 | 500 ₹30,000 | 447 ₹26,820 | 510 ₹30,600 | 500 ₹30,000 |
| 6.00 | From 60m and upto 90m depth ending from G.L | 30 | M | 464.51 ₹13,935.3 Lowest | 470 ₹14,100 | 540 ₹16,200 | 500 ₹15,000 | 475 ₹14,250 | 520 ₹15,600 | 510 ₹15,300 |
| 7.00 | From 90m and upto 120m depth ending fromG.L | 12 | M | 495.1 ₹5,941.2 | 480 ₹5,760 Lowest | 570 ₹6,840 | 500 ₹6,000 | 506 ₹6,072 | 535 ₹6,420 | 550 ₹6,600 |
| 8.00 | Reaming from 300 mm dia pilot bore to 400 mm dia depth ending below G.L | 60 | M | 673.96 ₹40,437.6 | 500 ₹30,000 Lowest | 800 ₹48,000 | 800 ₹48,000 | 800 ₹48,000 | 790 ₹47,400 | 600 ₹36,000 |
| 9.00 | From 60m and upto 90m depth ending from G.L | 30 | M | 754.47 ₹22,634.1 | 550 ₹16,500 Lowest | 875 ₹26,250 | 850 ₹25,500 | 900 ₹27,000 | 860 ₹25,800 | 620 ₹18,600 |
| 10.00 | From 90m and upto 120m depth ending fromG.L | 12 | M | 788.5 ₹9,462 | 600 ₹7,200 Lowest | 910 ₹10,920 | 920 ₹11,040 | 950 ₹11,400 | 890 ₹10,680 | 650 ₹7,800 |
Tender Value
₹10.8 L
EMD Value
₹11,000
Closing Date
28 Jul 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER BP
PANCHAYAT UNION KEERAPALAYAM
Providing Drilling and Erection of 200 mm dia New Borewell with Submersible Pumpset cum EPL and Construction of new Pump room in Velliyangudi Panchayat
2026_RDTN_684727_1
A2/855/2026 - GF-2026-2027
Open Tender
Drilling Works
Item Rate
90 days
PANCHAYAT UNION KEERAPALAYAM
REFER TENDER DOCUMENT
7 documents required · 7 mandatory
₹0
₹11,000
PANCHAYAT UNION KEERAPALAYAM
20 Aug 2026
9 Jul 2026
28 Jul 2026
9 Jul 2026
28 Jul 2026
9 Jul 2026
9 Jul 2026 - 9 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Geophysical Survey charges | 1 | LS | - | - |
| 2 | Drilling of bore well in alluvial soil sedimentary strata of clay and sand stone, shale, pebbles, boulders etc., by first taking a pilot bore of 140mm/ 150mm/ 200mm dia and then enlarging to required dia by direct or or reverse rotary mud circulation method, using contractor’s rig, fuel, labour, drilling, at the site shown by the Departmental Officers including construction of mud pit and transportation (Water available within a lead of 1.5Km) using Rotary Rig. a) Drilling of 140/150/200mm.Pilot bore.Upto 60m depth ending below G.L | 60 | M | - | - |
| 3 | From 60m and upto 90m depth ending from G.L | 30 | M | - | - |
| 4 | From 90m and upto 120m depth ending fromG.L | 12 | M | - | - |
| 5 | Reaming from 140/150mm dia pilot bore to 300 mm dia Bore as directed by Departmental officers.Upto 60m depth ending below G.L.Upto 60m depth ending below G.L | 60 | M | - | - |
| 6 | From 60m and upto 90m depth ending from G.L | 30 | M | - | - |
| 7 | From 90m and upto 120m depth ending fromG.L | 12 | M | - | - |
| 8 | Reaming from 300 mm dia pilot bore to 400 mm dia depth ending below G.L | 60 | M | - | - |
| 9 | From 60m and upto 90m depth ending from G.L | 30 | M | - | - |
| 10 | From 90m and upto 120m depth ending fromG.L | 12 | M | - | - |
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