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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC LSGD KUMILY 10021441 SUSHAMA PP 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685533 | ₹3.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.2 LRejected-AOC 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | ₹4.2 L | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical 309 26 CHAPPATH MKC ROAD CONERELE | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | DESIGN TECH ENGINEERS AND CONTRACTORS L2 | SM BUILDERS L3 | Binu L1 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | OD437348/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 220.8 | sqm | 18 ₹3,974.40 | 18 ₹3,974.40 | 4.48 ₹989.18 |
| 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) | 44.16 | cum | 9,430 ₹4.2 L | 10,150 ₹4.5 L | 6,952.85 ₹3.1 L |
Tender Value
₹5 L
EMD Value
₹12,500
Closing Date
29 Jan 2026, 12:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LIDEW Section Kumily GP
SHANKARAGIRI PUNNAKAVALA KANNIKKAL BAJANAMADAM ROAD RENOVATION
2026_LSGD_829034_20
5/AE/LSGD/KLY/25-26
Open Tender
Civil Works - Roads
180 days
Kumily
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
Yes
₹12,500
Yes
10 Apr 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
21 Jan 2026 - 29 Jan 2026
OD437348/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means Modified MORTH Item No. 3.15
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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