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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-AOC | ₹32.3 L Quoted ₹36.0 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹38.3 L+₹2.3 L (6.42%)Rejected-Finance | ₹38.3 L+₹2.3 L (6.42%) | L2 | Rejected-Finance -0.34 Percentage More than the Price Bid cost |
| 3 | L3₹39.8 L+₹3.8 L (10.6%)Rejected-Finance | ₹39.8 L+₹3.8 L (10.6%) | L3 | Rejected-Finance 3.53 Percentage More than the Price Bid cost |
| Sl No | Description | Qty | Unit | S.RANGANATHAN L3 | M/S.VASANTHAM ENTERPRISES L2 | S K G CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Conducting geo physical survey for quality and quantity test including cost of all charges etc., complete | 5 | Nos | 4,364 ₹21,820 | 4,200 ₹21,000 Lowest | 5,000 ₹25,000 |
| 2.00 | Supply and delivery of PVC CASING PIPE AS PER IS 12818 / 2010 with Excise Duty including cost and conveyance of all materials and labour charges etc., complete 150mm Dia PVC Plain Casing Pipe | 450 | Mtr | 617 ₹2,77,650 | 594 ₹2,67,300 Lowest | 600 ₹2,70,000 |
| 3.00 | 150mm OD PVC Slotted Casing Pipe | 30 | Mtr | 795 ₹23,850 | 765 ₹22,950 | 700 ₹21,000 Lowest |
| 4.00 | 150mm PVC End Cap | 5 | Nos | 149.5 ₹747.5 | 144 ₹720 Lowest | 1,000 ₹5,000 |
| 5.00 | Drilling 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 TWAD Board Officers) including construction of mud pit. From 60m depth ending below ground level 60m | 450 | Mtr | 2,176.5 ₹9,79,425 | 2,095 ₹9,42,750 | 1,200 ₹5,40,000 Lowest |
| 6.00 | From 60m depth to 90m ending below ground level | 150 | Mtr | 2,358.5 ₹3,53,775 | 2,270 ₹3,40,500 | 1,400 ₹2,10,000 Lowest |
| 7.00 | From 90m depth to 120m ending below ground level (WD-W0785) | 150 | Mtr | 2,499 ₹3,74,850 | 2,405 ₹3,60,750 | 1,600 ₹2,40,000 Lowest |
| 8.00 | Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. From 60m depth ending below ground level 60m | 450 | Mtr | 545.5 ₹2,45,475 | 525 ₹2,36,250 Lowest | 600 ₹2,70,000 |
| 9.00 | From 60m depth to 90m ending below ground level | 150 | Mtr | 576.5 ₹86,475 | 555 ₹83,250 Lowest | 800 ₹1,20,000 |
| 10.00 | From 90m depth to 120m ending below ground level | 150 | Mtr | 618 ₹92,700 | 595 ₹89,250 Lowest | 1,000 ₹1,50,000 |
Tender Value
₹41 L
EMD Value
₹41,000
Closing Date
13 Aug 2026, 3:00 pmClosed
Commissioner Sriperumbudur Municipality
The Commissioner Sriperumbudur Municipality, Car Street,Sriperumbudur
PROVIDING BOREWELL INSTALLING MINI POWER PUMP AT WARD NO 13 GOVERNMENT HOSPITAL,KAMARAJAR NAGAR,BAJANAI KOIL NEAR,KAMARAJAR NAGAR 1ST,2ND STREET .IN SRIPERUMBUDUR MUNICIPALITY.
2026_MAWS_690662_1
DMA/2504/2026 WS-1,BOREWELLWARD NO 13 GOVERNMENT HOSPITAL,KAMARAJAR NAGAR,BAJANAI KOIL NEAR,KAMARAJA
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
30 days
Sriperumbudur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹41,000
Yes
Sriperumbudur Municipality
18 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Conducting geo physical survey for quality and quantity test including cost of all charges etc., complete | 5 | Nos | - | - |
| 2 | Supply and delivery of PVC CASING PIPE AS PER IS 12818 / 2010 with Excise Duty including cost and conveyance of all materials and labour charges etc., complete 150mm Dia PVC Plain Casing Pipe | 450 | Mtr | - | - |
| 3 | 150mm OD PVC Slotted Casing Pipe | 30 | Mtr | - | - |
| 4 | 150mm PVC End Cap | 5 | Nos | - | - |
| 5 | Drilling 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 TWAD Board Officers) including construction of mud pit. From 60m depth ending below ground level 60m | 450 | Mtr | - | - |
| 6 | From 60m depth to 90m ending below ground level | 150 | Mtr | - | - |
| 7 | From 90m depth to 120m ending below ground level (WD-W0785) | 150 | Mtr | - | - |
| 8 | Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. From 60m depth ending below ground level 60m | 450 | Mtr | - | - |
| 9 | From 60m depth to 90m ending below ground level | 150 | Mtr | - | - |
| 10 | From 90m depth to 120m ending below ground level | 150 | Mtr | - | - |
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