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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 LAccepted-AOC | ₹38.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.6 LRejected-AOC | ₹40.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | G ASHOK KUMAR L1 | CONSTRUCTION RESOURCE L2 |
|---|---|---|---|---|---|
| 1.00working charges | |||||
| 1.00 | OD286647/2025-2026:Earth work in rough excavation, banking excavated earth in layers for placing fresh concrete mix , not exceeding 20 cm in depth, breaking clods, watering, compacting with wooden or steel rammers, and dressing up in embankments for roads, or filling up ground depressions, lead up to 50 m and lift up to 1.5 m: All kinds of soil | 414 | cum | 960 ₹4.0 L | 300 ₹1.2 L |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 414 | cum | 8,229 ₹34.1 L | 9,500 ₹39.3 L |
Tender Value
₹42.7 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 2:00 pmClosed
Executive Engineer
Kerala Water Authority PH Division Pathanmthitta
AMRUT Road restoration work at Pandalam Municipality Pipeline Work
2026_KWA_832984_1
25/2025-26/EE/PH/PTA
Open Tender
Civil Works - Water Works
30 days
Padalam Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
26 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
working charges
OD286647/2025-2026:Earth work in rough excavation, banking excavated earth in layers for placing fresh concrete mix , not exceeding 20 cm in depth, breaking clods, watering, compacting with wooden or steel rammers, and dressing up in embankments for roads, or filling up ground depressions, lead up to 50 m and lift up to 1.5 m: All kinds of soil
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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