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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC NO 2159 KALLALANGUDI ALANGUDI TALUK PUDUKKOTTAI DISTRICT 622301 | ALANGUDI | PUDUKKOTTAI | TAMIL NADU | 622301 | ₹8.0 L | L1 | Accepted-AOC Eligible |
| 2 | L2₹8.0 L+₹7,820.90 (0.98%)Rejected-Finance | ₹8.0 L+₹7,820.90 (0.98%) | L2 | Rejected-Finance Ineligible |
| 3 | L3₹8.1 L+₹13,316.81 (1.67%)Rejected-Finance | ₹8.1 L+₹13,316.81 (1.67%) | L3 | Rejected-Finance Ineligible |
| 4 | L4₹8.2 L+₹23,763.30 (2.98%)Rejected-Finance | ₹8.2 L+₹23,763.30 (2.98%) | L4 | Rejected-Finance Ineligible |
| 5 | L5₹8.2 L+₹24,137.30 (3.03%)Rejected-Finance ALANGADU SOORAN VIDUTHI POST ALANGUDI TALUK PUDUKKOTTAI DISTRICT 622 301 | PUDUKKOTTAI | TAMIL NADU | 622301 | ₹8.2 L+₹24,137.30 (3.03%) | L5 | Rejected-Finance Ineligible |
| Sl No | Description | Qty | Unit | D GANESAN L5 | MANIKANDAN CONTRACTOR L2 | RAJU RETHINAVEL L1 | ATHISAYA MADHA ENTERPRICES L6 | PERUMAL SURESH L4 | N MUTHUVEL L7 | GOLDEN STAR CONSTRUCTION L8 | SAMY INFRA L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Conduction Geocysical Survey with Scientific Instruments including transportation charges | 1 | No | 2,500 ₹2,500 | 2,000 ₹2,000 | 2,000 ₹2,000 | 2,500 ₹2,500 | 2,000 ₹2,000 | 2,100 ₹2,100 | 225 ₹225 Lowest | 1,975 ₹1,975 |
| 2.00Drilling 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 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 Departmental officers) including construction of mud pit. TWAD Page No. 302 | |||||||||||
| 2.10 | First Depth of 60mt ( 0.00 mt to 60.00 mt | 60 | m | 90,000 ₹90,000 Lowest | 1,00,920 ₹1,00,920 | 96,000 ₹96,000 | 94,260 ₹94,260 | 96,000 ₹96,000 | 99,000 ₹99,000 | 1,11,960 ₹1,11,960 | 99,381 ₹99,381 |
| 2.20 | 60.00 mt to 90.00 mt | 30 | m | 54,000 ₹54,000 | 54,900 ₹54,900 | 51,000 ₹51,000 | 48,480 ₹48,480 Lowest | 49,110 ₹49,110 | 52,200 ₹52,200 | 60,645 ₹60,645 | 53,831.1 ₹53,831.1 |
| 2.30 | 90.00 mt to 120.00 mt | 30 | m | 60,000 ₹60,000 | 49,740 ₹49,740 Lowest | 54,000 ₹54,000 | 51,480 ₹51,480 | 51,000 ₹51,000 | 54,600 ₹54,600 | 64,290 ₹64,290 | 57,066 ₹57,066 |
| 2.40 | 120.00 mt to 50.00 mt | 30 | m | 61,500 ₹61,500 | 55,800 ₹55,800 | 55,500 ₹55,500 | 52,020 ₹52,020 | 51,000 ₹51,000 Lowest | 57,000 ₹57,000 | 67,680 ₹67,680 | 60,074.7 ₹60,074.7 |
| 2.50 | 150.00 mt to 180.00 mt | 30 | m | 63,000 ₹63,000 | 57,300 ₹57,300 | 56,250 ₹56,250 | 51,900 ₹51,900 Lowest | 52,500 ₹52,500 | 60,000 ₹60,000 | 68,730 ₹68,730 | 61,012.8 ₹61,012.8 |
| 3.00Reaming 140/150 mm dia pilot bore to 200mm dia bore as directed by the Departmental Engineer incharge TWAD Page No 302, 303 | |||||||||||
| 3.10 | First Depth of 60mt ( 0.00 mt to 60.00 mt | 60 | m | 24,000 ₹24,000 | 25,380 ₹25,380 | 27,000 ₹27,000 | 23,940 ₹23,940 Lowest | 25,320 ₹25,320 | 26,580 ₹26,580 | 28,140 ₹28,140 | 24,975 ₹24,975 |
| 3.20 | 60.00 mt to 90.00 mt | 30 | m | 13,500 ₹13,500 | 12,360 ₹12,360 | 13,800 ₹13,800 | 12,049.5 ₹12,049.5 Lowest | 13,440 ₹13,440 | 14,100 ₹14,100 | 14,940 ₹14,940 | 13,263.6 ₹13,263.6 |
Tender Value
₹12.5 L
EMD Value
₹12,500
Closing Date
13 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
ALANGDUI TOWN PANCHAYAT, PUDUKKOTTAI DISTRICT.
Providing Water Supply Bore Well At Ward No.7 Kannagi Street Near Mangalan Mahal in Alangudi Town Panchayat,Pudukkottai District.
2026_DTP_692527_1
135/2026/A1
Open Tender
Civil Works
Works
60 days
Alangudi
As Refer the Tender Notice
3 documents required · 3 mandatory
₹0
₹12,500
27 Aug 2026
8 Aug 2026
13 Aug 2026
8 Aug 2026
13 Aug 2026
8 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Conduction Geocysical Survey with Scientific Instruments including transportation charges | 1 | No | - | - |
| 2Drilling 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 Departmental officers) including construction of mud pit. TWAD Page No. 302 | |||||
| 2.1 | First Depth of 60mt ( 0.00 mt to 60.00 mt | 60 | m | - | - |
| 2.2 | 60.00 mt to 90.00 mt | 30 | m | - | - |
| 2.3 | 90.00 mt to 120.00 mt | 30 | m | - | - |
| 2.4 | 120.00 mt to 50.00 mt | 30 | m | - | - |
| 2.5 | 150.00 mt to 180.00 mt | 30 | m | - | - |
| 3Reaming 140/150 mm dia pilot bore to 200mm dia bore as directed by the Departmental Engineer incharge TWAD Page No 302, 303 | |||||
| 3.1 | First Depth of 60mt ( 0.00 mt to 60.00 mt | 60 | m | - | - |
| 3.2 | 60.00 mt to 90.00 mt | 30 | m | - | - |
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