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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-Finance | ₹15.8 L | L1 | Accepted-Finance Rate Quoted by Lowest |
| 2 | L2₹15.8 LRejected-Finance | ₹15.8 L | L2 | Rejected-Finance Rate Quoted by Highest |
| Sl No | Description | Qty | Unit | Venkatesan Contracter L2 | Sri Vidya L1 |
|---|---|---|---|---|---|
| 1.00Construction Of Infiltration Well in Gohilapuram Mullai periyar river at Royappanpatty Panchayat. | |||||
| 1.01 | Earthwork excavation above water level in light or sandy or clay soils for infiltraton well of 4.50m dia (Internal) including leveling the site and as directed by the departmental officers open well excavation for infiltration well for first depth of 1.00m | 28.26 | cu.m | 264 ₹7,460.64 | 263 ₹7,432.38 Lowest |
| 1.02 | Rainforced cement concrete 1:1.5:3 using 20mm Machine crushed HBG Stone jelly excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete as directed by Departmental officers | 34.2 | cu.m | 9,356 ₹3,19,975.2 Lowest | 9,356 ₹3,19,975.2 Lowest |
| 1.03Sinking of infiltration well of 4.50m internal dia and 5.50m external dia below water level including all incidental charges in light (or) sandy soil. | |||||
| 1.04 | First depth of 2.0m WD-W0168 | 2 | Rm | 7,327 ₹14,654 | 7,326 ₹14,652 Lowest |
| 1.05 | Second depth of 2.0m WD-W0169 | 1 | Rm | 14,368 ₹14,368 | 14,367 ₹14,367 Lowest |
| 1.06 | Third depth of 2.0m WD-W0170 | 2 | Rm | 28,840 ₹57,680 Lowest | 28,840 ₹57,680 Lowest |
| 1.07 | Porous concrete in CC 1:4(One cement and four hard broken granite jelly of size 20mm) for steining of infiltration well excluding cost of centerin g but including curing etc, complete and as directed by the Deportment officers., | 10.15 | cu.m | 6,209 ₹63,021.35 | 6,208 ₹63,011.2 Lowest |
| 1.08Providing steel centering using MS plates of size 90cmx60cm - 13G to 10G thick welded with 25mm x 3mm MS angles supported with country wood scantling of size 10cm x 6.5cm at 50cm C/C strutting with casurina props of 10cm to 13cm dia as directed by Deportment officers., | |||||
| 1.09 | For Plane surface | 46.56 | Sq.m | 1,096 ₹51,029.76 | 1,095 ₹50,983.2 Lowest |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
1 Jul 2026, 3:30 pmClosed
BLOCK DEVELOPMENT OFFICER (VP)
Panchayat Union Office uthamapalayam
Construction Of Infiltration Well in Gohilapuram Mullai periyar river at Royappanpatty Panchayat.
2026_RDTN_681339_1
02/2026/date 15.06.2026
Open Tender
Civil Works - Others
Item Rate
Panchayat Union Office uthamapalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹16,000
Yes
1 Jul 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction Of Infiltration Well in Gohilapuram Mullai periyar river at Royappanpatty Panchayat. | |||||
| 1.01 | Earthwork excavation above water level in light or sandy or clay soils for infiltraton well of 4.50m dia (Internal) including leveling the site and as directed by the departmental officers open well excavation for infiltration well for first depth of 1.00m | 28.26 | cu.m | - | - |
| - | Rainforced cement concrete 1:1.5:3 using 20mm Machine crushed HBG Stone jelly excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete as directed by Departmental officers | 34.2 | cu.m | - | - |
| - | Sinking of infiltration well of 4.50m internal dia and 5.50m external dia below water level including all incidental charges in light (or) sandy soil. | - | - | - | - |
| - | First depth of 2.0m WD-W0168 | 2 | Rm | - | - |
| - | Second depth of 2.0m WD-W0169 | 1 | Rm | - | - |
| - | Third depth of 2.0m WD-W0170 | 2 | Rm | - | - |
| - | Porous concrete in CC 1:4(One cement and four hard broken granite jelly of size 20mm) for steining of infiltration well excluding cost of centerin g but including curing etc, complete and as directed by the Deportment officers., | 10.15 | cu.m | - | - |
| - | Providing steel centering using MS plates of size 90cmx60cm - 13G to 10G thick welded with 25mm x 3mm MS angles supported with country wood scantling of size 10cm x 6.5cm at 50cm C/C strutting with casurina props of 10cm to 13cm dia as directed by Deportment officers., | - | - | - | - |
| - | For Plane surface | 46.56 | Sq.m | - | - |
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