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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹4.6 L+₹9,094.09 (2.02%)Rejected-AOC | 2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | Sreekala P L1 | K J SURESH BABU L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 422.46 | sqm | 11.76 ₹4,968.13 Lowest | 12 ₹5,069.52 |
| 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) | 63.37 | cum | 7,024.89 ₹4,45,160.25 Lowest | 7,166.8 ₹4,54,152.95 |
Tender Value
₹5.7 L
EMD Value
₹14,299
Closing Date
4 Mar 2026, 10:00 amClosed
AMALU V GOPAL
o/o The Assistant Engineer, LID AND EW Section, Muzhakkunnu GP
ROAD WORK
2026_LSGD_840210_1
282/AE/MGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MUZHAKKUNNU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,265
Yes
₹14,299
Yes
15 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
ROAD RENOVATION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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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