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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81,147.55Accepted-AOC LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹81,147.55 | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹93,036.60Rejected-AOC | ₹93,036.60 | L2 | Rejected-AOC REJECTED |
| 3 | L3₹93,997Rejected-Finance 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹93,997 | L3 | Rejected-Finance REJECTED IN FINANCIAL EVALUATION |
| Sl No | Description | Qty | Unit | SOJAN N C L2 | AKSHAY K R L3 | BHARATH ENGINEERING SERVICE L1 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 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. | 64.8 | sqm | 16 ₹1,036.80 | 16.01 ₹1,037.45 | 13.82 ₹895.54 |
| 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) | 9.72 | cum | 9,465 ₹91,999.80 | 9,563.74 ₹92,959.55 | 8,256.38 ₹80,252.01 |
Tender Value
₹93,997
EMD Value
₹2,350
Closing Date
5 Feb 2026, 2:00 pmClosed
ELDHO PAULOSE
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION EDAVETTY GP
Annual Plan-Edavetty GP 2025-26-Village Pandippilli road maintenance ward 02-Reach 2- Proj No-178/26-General Civil Work
2026_LSGD_830641_1
05/2025/AE/LIDEW/EDVTY
Open Tender
Civil Works - Roads
180 days
EDAVETTY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,350
Yes
16 Apr 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
Road concreting
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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