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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Tomy Thomas L1 | AJIMS P UMMAR L2 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 11.61 | cum | 200.73 ₹2,330.48 | 225.33 ₹2,616.08 |
| 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) | 17.41 | cum | 9,362.91 ₹1.6 L | 10,424.48 ₹1.8 L |
Tender Value
₹1.7 L
EMD Value
₹4,223
Closing Date
10 Feb 2026, 11:00 amClosed
AE Kattappana Municipality
o/o AE Kattappana Municipality
Annual Plan-Road Concreting -726/26 Dairyppadi viruppilppadi Road Concreting ward-34
2026_LSGD_832874_3
26/2025/AE/LIDEW/KTPMCP/1PHASE
Open Tender
Civil Works - Roads
180 days
Kattappana
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,223
Yes
8 Apr 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
road concreting
8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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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