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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹10,600 (6.39%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.9 L+₹23,924.50 (14.4%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹2.0 L+₹29,629.50 (17.9%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹2.0 L+₹34,270 (20.7%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SELVARAJE L8 | Gopinath P L5 | MUTHU CONTRACTORS L10 | k Balu L2 | K RAJENDRAN L1 | ESS and Co L7 | D Gayathri L9 | RAMASAMY KAYALKUMAR L4 | Vigneshwaran L6 | Palanivel L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Providing EPL for Panangadu 10000L OHT H/o. Kalangani | |||||||||||||
| 2.00 | supply and Delevery of 63mm 6 KSC PVC Pipe | 85 | m | 73 ₹6,205 | 57.59 ₹4,895.15 | 65.06 ₹5,530.1 | 50.78 ₹4,316.3 | 36.98 ₹3,143.3 Lowest | 58.8 ₹4,998 | 51 ₹4,335 | 70 ₹5,950 | 58.14 ₹4,941.9 | 47 ₹3,995 |
| 3.00 | Earth work excavation in all soils with excavated soil after laying pipeline | 85 | m | 170 ₹14,450 | 162.55 ₹13,816.75 | 183.63 ₹15,608.55 | 143.33 ₹12,183.05 | 143.33 ₹12,183.05 | 166 ₹14,110 | 190 ₹16,150 | 165 ₹14,025 | 164.11 ₹13,949.35 | 118 ₹10,030 Lowest |
| 4.00 | Laying of PVC Pipes for extention of pipe line | 85 | m | 20 ₹1,700 | 18.41 ₹1,564.85 | 20.8 ₹1,768 | 16.24 ₹1,380.4 | 16.23 ₹1,379.55 | 18.5 ₹1,572.5 | 24 ₹2,040 | 10 ₹850 Lowest | 18.59 ₹1,580.15 | 44 ₹3,740 |
| 5.00 | Refilling the trenches with excavated earth | 85 | m | 20 ₹1,700 | 22.5 ₹1,912.5 | 25.42 ₹2,160.7 | 19.84 ₹1,686.4 | 19.83 ₹1,685.55 | 22.8 ₹1,938 | 29 ₹2,465 | 10 ₹850 Lowest | 22.71 ₹1,930.35 | 39 ₹3,315 |
| 6.00Providing EPL for at Kilakuttai Existing Bore well to 30000L OHT H/o. Kalangani | |||||||||||||
| 7.00 | supply and Delevery of 63mm 6 KSC PVC Pipe | 280 | m | 73 ₹20,440 | 57.59 ₹16,125.2 | 65.06 ₹18,216.8 | 50.78 ₹14,218.4 | 36.98 ₹10,354.4 Lowest | 58.8 ₹16,464 | 51 ₹14,280 | 70 ₹19,600 | 58.14 ₹16,279.2 | 47 ₹13,160 |
| 8.00 | Earth work excavation in all soils with excavated soil after laying pipeline | 280 | m | 170 ₹47,600 | 162.55 ₹45,514 | 183.63 ₹51,416.4 | 143.33 ₹40,132.4 | 143.33 ₹40,132.4 | 166 ₹46,480 | 190 ₹53,200 | 165 ₹46,200 | 164.11 ₹45,950.8 | 118 ₹33,040 Lowest |
| 9.00 | Laying of PVC Pipes for extention of pipe line | 280 | m | 20 ₹5,600 | 18.41 ₹5,154.8 | 20.8 ₹5,824 | 16.24 ₹4,547.2 | 16.23 ₹4,544.4 | 18.5 ₹5,180 | 24 ₹6,720 | 10 ₹2,800 Lowest | 18.59 ₹5,205.2 | 44 ₹12,320 |
| 10.00 | Refilling the trenches with excavated earth | 280 | m | 20 ₹5,600 | 22.5 ₹6,300 | 25.42 ₹7,117.6 | 19.84 ₹5,555.2 | 19.83 ₹5,552.4 | 22.8 ₹6,384 | 29 ₹8,120 | 10 ₹2,800 Lowest | 22.71 ₹6,358.8 | 39 ₹10,920 |
Tender Value
₹26,900
EMD Value
₹2,690
Closing Date
25 Sept 2026, 3:00 pmClosed
Block Development Officer (VP)
Block Development Officer (VP), Panchayat Union Office, Puduchatram.
Three EPL Works in Kalangani Panchayat in Puduchatram Panchayat Union Under Village Panchayat Gendral Fund - Water Supply Works Scheme in Namakkal District
2026_RDTN_703690_1
Pt.Gf/01/2026/PCM-2
Open Tender
Civil Works
Item Rate
Puduchatram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2,690
Yes
7 Oct 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing EPL for Panangadu 10000L OHT H/o. Kalangani | - | - | - | - |
| - | supply and Delevery of 63mm 6 KSC PVC Pipe | 85 | m | - | - |
| - | Earth work excavation in all soils with excavated soil after laying pipeline | 85 | m | - | - |
| - | Laying of PVC Pipes for extention of pipe line | 85 | m | - | - |
| - | Refilling the trenches with excavated earth | 85 | m | - | - |
| - | Providing EPL for at Kilakuttai Existing Bore well to 30000L OHT H/o. Kalangani | - | - | - | - |
| - | supply and Delevery of 63mm 6 KSC PVC Pipe | 280 | m | - | - |
| - | Earth work excavation in all soils with excavated soil after laying pipeline | 280 | m | - | - |
| - | Laying of PVC Pipes for extention of pipe line | 280 | m | - | - |
| - | Refilling the trenches with excavated earth | 280 | m | - | - |
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