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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83,286.03Accepted-AOC ALAPPUZHA | KERALA | 686102 | ₹83,286.03 | L1 | Accepted-AOC L1 |
| 2 | L2₹86,376.85Rejected-AOC 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹86,376.85 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANILKUMAR V M L1 | DIPIN P.K. L2 |
|---|---|---|---|---|---|
| 1.00concreting | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 73.8 | sqm | 12.45 ₹918.81 | 12.01 ₹886.34 |
| 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) | 11.07 | cum | 7,440.58 ₹82,367.22 | 7,722.72 ₹85,490.51 |
Tender Value
₹1.1 L
EMD Value
₹2,676
Closing Date
23 Feb 2026, 10:00 amClosed
Assistant engineer
O/o the Assistant engineer Karimannoor G P
THIMMAL ANGANWADI ROAD CONCRETING PHASE 2
2026_LSGD_836472_5
2025_LIDEW_AE_KMNR6
Open Tender
Civil Works - Roads
180 days
Karimannoor G P
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
Yes
₹2,676
Yes
5 May 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
concreting
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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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