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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-AOC NALUTHUNDIL KAMPALADY PORUVAZHY | ₹2.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.2 L+₹10,474.61 (4.93%)Rejected-Finance | ₹2.2 L+₹10,474.61 (4.93%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.3 L+₹17,566.41 (8.27%)Rejected-Finance | ₹2.3 L+₹17,566.41 (8.27%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | KAMARUDEEN N L2 | SHAJAN J L1 | Ansari.A L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | OD56630/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and
in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift
up to 1.50m. | 172.76 | sqm | 28.9 ₹4,992.76 | 13.56 ₹2,342.63 Lowest | 35 ₹6,046.6 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 25.91 | cum | 8,412 ₹2,17,988.57 | 8,110.06 ₹2,10,164.09 Lowest | 8,645 ₹2,24,026.53 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
24 Jan 2026, 5:00 pmClosed
Assistant Engineer
LSGD SECTION Poruvazhy GP
Annual Plan-2025-26 Poruvazhy GP Proj No. 118/25-26-Maintenance of Njarakkad Canal road at ward 14
2026_LSGD_827531_2
06/AE/LSGD/PRY/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Poruvazhy GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,355
Yes
20 Aug 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
ROAD CONCRETING
OD56630/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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