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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-Finance | ₹11.9 L | L1 | Accepted-Finance Lower than estimate, Lowest amount quoted (L1) |
| 2 | H1₹19.2 LRejected-Finance | ₹19.2 L | H1 | Rejected-Finance Higher than estimate |
| 3 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance Lower than estimate, Higher than L1 |
| 4 | L3₹13.2 LRejected-Finance | ₹13.2 L | L3 | Rejected-Finance Lower than estimate, Higher than L1 |
| 5 | L4₹13.2 LRejected-Finance | ₹13.2 L | L4 | Rejected-Finance Lower than estimate, Higher than L1 |
| Sl No | Description | Qty | Unit | MEIGNANAM D L1 | THIRUMALAI BOREWELLS L4 | S.Gopi L5 | N NASURUDEEN L3 | K. THENMOZHI L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cost of rection of M.S. outer casing pipe 600 mm dia upto the required depth incluidng drilling of 450 mm dia M.S. pipe and pulling out the outer casing pipe after packing of the well and as directed by Board officers. | 1 | No | 9,000 ₹9,000 | 10,000 ₹10,000 | 8,000 ₹8,000 Lowest | 9,500 ₹9,500 | 9,200 ₹9,200 |
| 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 stand stone shale pebbles boulders etc., by first taking a pilot bore of 150mm/140mm 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 and including construction of mud pit etc., complete | ||||||||
| 2.01 | i) Up to 60M Depth | 60 | m | 1,886.98 ₹1,13,218.8 Lowest | 2,096.65 ₹1,25,799 | 2,000 ₹1,20,000 | 2,096 ₹1,25,760 | 1,901 ₹1,14,060 |
| 2.02 | ii) From 60-90M | 30 | m | 2,044.22 ₹61,326.6 Lowest | 2,271.36 ₹68,140.8 | 2,200 ₹66,000 | 2,271 ₹68,130 | 2,200 ₹66,000 |
| 2.03 | iii) From 90-120M | 30 | m | 2,167.07 ₹65,012.1 Lowest | 2,407.86 ₹72,235.8 | 2,300 ₹69,000 | 2,407 ₹72,210 | 2,407.86 ₹72,235.8 |
| 2.04 | iv) From 120-150M | 30 | m | 2,281.33 ₹68,439.9 Lowest | 2,534.81 ₹76,044.3 | 2,300 ₹69,000 | 2,534 ₹76,020 | 2,534.81 ₹76,044.3 |
| 2.05 | v) From 150- 180M | 30 | m | 2,316.95 ₹69,508.5 Lowest | 2,574.39 ₹77,231.7 | 2,400 ₹72,000 | 2,574 ₹77,220 | 2,574.39 ₹77,231.7 |
| 2.06 | vi) From 180-210M | 30 | m | 2,391.89 ₹71,756.7 Lowest | 2,657.66 ₹79,729.8 | 2,400 ₹72,000 | 2,657 ₹79,710 | 2,550 ₹76,500 |
| 2.07 | vii) From 210-240M | 30 | m | 2,460.69 ₹73,820.7 Lowest | 2,734.1 ₹82,023 | 2,500 ₹75,000 | 2,734 ₹82,020 | 2,600 ₹78,000 |
| 3.00Reaming 140/150mm dia pilotpore 300mm dia etc., complete as directed by the Departmental Engineers. | ||||||||
Tender Value
₹16.5 L
EMD Value
₹16,500
Closing Date
13 Aug 2026, 3:00 pmClosed
The Commissioner
Municipal office, Aranthangi
Providing Deep Borewell in NGGO Colony, Ward no.06 at Aranthangi Municipality
2026_MAWS_690699_1
02914/2026/E1-1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Item Rate
90 days
Aranthangi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹16,500
21 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cost of rection of M.S. outer casing pipe 600 mm dia upto the required depth incluidng drilling of 450 mm dia M.S. pipe and pulling out the outer casing pipe after packing of the well and as directed by Board officers. | 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 stand stone shale pebbles boulders etc., by first taking a pilot bore of 150mm/140mm 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 and including construction of mud pit etc., complete | |||||
| 2.01 | i) Up to 60M Depth | 60 | m | - | - |
| 2.02 | ii) From 60-90M | 30 | m | - | - |
| 2.03 | iii) From 90-120M | 30 | m | - | - |
| 2.04 | iv) From 120-150M | 30 | m | - | - |
| 2.05 | v) From 150- 180M | 30 | m | - | - |
| 2.06 | vi) From 180-210M | 30 | m | - | - |
| 2.07 | vii) From 210-240M | 30 | m | - | - |
| 3Reaming 140/150mm dia pilotpore 300mm dia etc., complete as directed by the Departmental Engineers. | |||||
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