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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹18.0 L+₹22,883.28 (1.29%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | NITHIYAKUMARAN CONTRACTOR L2 | JEYARAMAN CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Part 1: Construction of 30,000 litres Capacity RCC OHT (12.0 m Staging) @ Sivandikottam H/o Seelapadi Estimate Amount Rs. 18.00 lakhs | |||||
| 2.00Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly | |||||
| 3.00 | First Depth of 2.0 M | 39.33 | M3 | 275 ₹10,815.75 | 263 ₹10,343.79 Lowest |
| 4.00 | Second depth of 1m | 6.78 | M3 | 285 ₹1,932.3 | 276 ₹1,871.28 Lowest |
| 5.00 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the department Officers | 2.09 | M3 | 1,950 ₹4,075.5 | 1,846 ₹3,858.14 Lowest |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 3.84 | M3 | 5,555 ₹21,331.2 | 5,498 ₹21,112.32 Lowest |
| 7.00Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS | |||||
| 8.00PLAIN SURFACE | |||||
| 9.00 | Below GL | 18.82 | M2 | 1,100 ₹20,702 | 1,095 ₹20,607.9 Lowest |
| 10.00 | Above GL to 3.30 m | 26.05 | M2 | 1,100 ₹28,655 | 1,095 ₹28,524.75 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
10 Mar 2026, 3:00 pmClosed
The Block Developmenet Officer(VP)
The Block Developmenet Officer(VP)
Construction of 30,000 litres Capacity RCC OHT (12.0 m Staging) Sivandikottam H/o Seelapadi
2026_RDTN_671423_1
Construction of 30,000 litres Capacity RCC OHT 12.0 m Staging Sivandikottam H/o Seelapadi
Open Tender
Civil Works
Works
Construction of 30, 000 litres Capacity RCC OHT (12
Construction of 30,000 litres Capacity RCC OHT (12.0 m Staging) Sivandikottam H/o Seelapadi
4 documents required · 4 mandatory
₹0
₹18,000
Yes
Panchayat Union Office Dindigul
26 Mar 2026
6 Mar 2026
10 Mar 2026
6 Mar 2026
10 Mar 2026
6 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part 1: Construction of 30,000 litres Capacity RCC OHT (12.0 m Staging) @ Sivandikottam H/o Seelapadi
Estimate Amount Rs. 18.00 lakhs | - | - | - | - |
| 2 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly | - | - | - | - |
| 3 | First Depth of 2.0 M | 39.33 | M3 | - | - |
| 4 | Second depth of 1m | 6.78 | M3 | - | - |
| 5 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the department Officers | 2.09 | M3 | - | - |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 3.84 | M3 | - | - |
| 7 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS | - | - | - | - |
| 8 | PLAIN SURFACE | - | - | - | - |
| 9 | Below GL | 18.82 | M2 | - | - |
| 10 | Above GL to 3.30 m | 26.05 | M2 | - | - |
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