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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | PERIYATHAMBI SANTHI L6 | S VALLIYAMMAI L7 | RM PERIAIAH L3 | A SELVAM L5 | ANNAMALAI & CO L2 | 33AHAPD0082C2ZA L4 | SUDHARSANAM ANDIAPPAN L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Geological survey charges to locate the suitable borewell point as directed by the departmrntal officers etc complete. | 1 | Nos | 2,000 ₹2,000 | 2,500 ₹2,500 | 3,000 ₹3,000 | 1,500 ₹1,500 | 1,000 ₹1,000 Lowest | 1,005 ₹1,005 | 1,150 ₹1,150 |
| 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 TWAD Board Officers) including construction of mud pit. | ||||||||||
| 2.01 | Up to 60.00 Mts from GL | 60 | Mtrs | 2,100 ₹1,26,000 | 2,500 ₹1,50,000 | 1,430 ₹85,800 | 2,096 ₹1,25,760 | 500 ₹30,000 Lowest | 1,750 ₹1,05,000 | 1,600 ₹96,000 |
| 2.02 | Above 60.00 Mts Up to 90.00 Mts from GL | 18 | Mtrs | 2,300 ₹41,400 | 1,500 ₹27,000 | 1,580 ₹28,440 | 2,271 ₹40,878 | 1,000 ₹18,000 Lowest | 1,890 ₹34,020 | 1,750 ₹31,500 |
| 3.00Reaming from pilot bore from 150 mm to 300 mm size bore upto 60m depth below on | ||||||||||
| 3.01 | Up to 60.00 Mts from GL | 60 | Mtrs | 550 ₹33,000 | 195 ₹11,700 Lowest | 400 ₹24,000 | 526 ₹31,560 | 300 ₹18,000 | 452 ₹27,120 | 405 ₹24,300 |
| 3.02 | Above 60.00 Mts Up to 90.00 Mts from GL | 18 | Mtrs | 600 ₹10,800 | 540 ₹9,720 | 425 ₹7,650 | 559 ₹10,062 | 400 ₹7,200 Lowest | 500 ₹9,000 | 430 ₹7,740 |
| 4.00 | Supply & Delivery of 150mm dia PVC borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. | 54 | Mts | 600 ₹32,400 | 265 ₹14,310 Lowest | 1,037 ₹55,998 | 594 ₹32,076 | 350 ₹18,900 | 506 ₹27,324 | 458 ₹24,732 |
| 5.00 | Supply & Delivery of 150mm dia PVC slotted borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. | 24 | Mts | 800 ₹19,200 | 244 ₹5,856 Lowest | 1,067.5 ₹25,620 | 765 ₹18,360 | 450 ₹10,800 | 604 ₹14,496 | 589 ₹14,136 |
| 6.00 | Lobour charge for inserting casing pipes assembly (with or without slot) in the drilled holewith ISI specification as directed by thedepartmental officers etc complete as per standard specification. | 78 | Mts | 500 ₹39,000 | 65 ₹5,070 Lowest | 93.95 ₹7,328.1 | 458 ₹35,724 | 300 ₹23,400 | 333 ₹25,974 | 353 ₹27,534 |
Tender Value
₹5.0 L
EMD Value
₹5,050
Closing Date
13 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
KOTTAIYUR TOWN PANCHAYAT OFFICE
Providing Borewell with HDPE tank Arrangements at ward No-10,Senthamil nagar in Kottaiyur Town Panchayat.
2026_DTP_692983_2
168/2026
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
30 days
KOTTAIYUR TOWN PANCHAYAT
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,050
10 Sept 2026
10 Aug 2026
13 Aug 2026
10 Aug 2026
13 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Geological survey charges to locate the suitable borewell point as directed by the departmrntal officers etc complete. | |||||
| 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 TWAD Board Officers) including construction of mud pit. | |||||
| 2.01 | Up to 60.00 Mts from GL | - | Mtrs | - | - |
| 2.02 | Above 60.00 Mts Up to 90.00 Mts from GL | - | Mtrs | - | - |
| 3Reaming from pilot bore from 150 mm to 300 mm size bore upto 60m depth below on | |||||
| 3.01 | Up to 60.00 Mts from GL | - | Mtrs | - | - |
| 3.02 | Above 60.00 Mts Up to 90.00 Mts from GL | - | Mtrs | - | - |
| 4Supply & Delivery of 150mm dia PVC borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. | |||||
| 5Supply & Delivery of 150mm dia PVC slotted borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. | |||||
| 6Lobour charge for inserting casing pipes assembly (with or without slot) in the drilled holewith ISI specification as directed by thedepartmental officers etc complete as per standard specification. | |||||
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