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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹15.3 LRejected-Finance | ₹15.3 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | R VIGNESHKUMAR L1 | D RAJENDRAN CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Name of the work : 1. Construction of New 60000 lit Sump and Pipe line at Kummampatti H/O Veerakkal Estimate amount : Rs. 15.00 Lakhs | |||||
| 2.00Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. | |||||
| 3.00 | First Depth of 2.0 M | 31.72 | M3 | 263.78 ₹8,367.10 | 271.69 ₹8,618.01 |
| 4.00Earth work open well exavation for well compying with revelant clase of TNDSS well sinking and with lead upto 10meters in in Soft disintegrated rock, lateritr, soft rock or kankar not requiring blasting etc.,complete | |||||
| 5.00 | First Depth of 2.0 M | 34.36 | M3 | 131.47 ₹4,517.31 | 135 ₹4,638.60 |
| 6.00 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. | 2.64 | M3 | 5,523.16 ₹14,581.14 | 5,688 ₹15,016.32 |
| 7.00Supplying and erecting centering are strutting including neceassary supports for place surface for PCC works erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon | |||||
| 8.00PLAIN SURFACE | |||||
| 9.00 | Below Ground level & 0 m to 3.30m above GL | 0.52 | M2 | 1,095 ₹569.40 | 1,127 ₹586.04 |
| 10.00 | Above ground level - 3.30 to 4.30m | 20.22 | M2 | 1,130.87 ₹22,866.19 | 1,163 ₹23,515.86 |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
20 May 2026, 3:00 pmClosed
Block Development officer,Panchayat Union,Athoor
The Block Development officer,Panchayat Union,Athoor
Construction of New 60000 lit Sump and Pipe line at Kummampatti H/O Veerakkal under MLACDS-2025-2026 in Dindigul District TN05-01
2026_RDTN_677204_1
ATHOOR BLOCK SUMP 01
Open Tender
Civil Works
180 days
Panchayat Union, Athoor
Construction of New 60000 lit Sump and Pipe line at Kummampatti H/O Veerakkal under MLACDS-2025-2026 in Dindigul District TN05-01
3 documents required · 3 mandatory
₹0
₹15,000
Panchayat Union,Athoor
29 May 2026
15 May 2026
20 May 2026
15 May 2026
20 May 2026
15 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of the work : 1. Construction of New 60000 lit Sump and Pipe line at Kummampatti H/O Veerakkal
Estimate amount : Rs. 15.00 Lakhs | - | - | - | - |
| 2 | Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. | - | - | - | - |
| 3 | First Depth of 2.0 M | 31.72 | M3 | - | - |
| 4 | Earth work open well exavation for well compying with revelant clase of TNDSS well sinking and with lead upto 10meters in in Soft disintegrated rock, lateritr, soft rock or kankar not requiring blasting etc.,complete | - | - | - | - |
| 5 | First Depth of 2.0 M | 34.36 | M3 | - | - |
| 6 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. | 2.64 | M3 | - | - |
| 7 | Supplying and erecting centering are strutting including neceassary supports for place surface for PCC works erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon | - | - | - | - |
| 8 | PLAIN SURFACE | - | - | - | - |
| 9 | Below Ground level & 0 m to 3.30m above GL | 0.52 | M2 | - | - |
| 10 | Above ground level - 3.30 to 4.30m | 20.22 | M2 | - | - |
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