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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC NEDUMKANDAM GP | PATHANAMTHITTA | KERALA | 689694 | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 L+₹18,136.80 (8.44%)Rejected-AOC | ₹2.3 L+₹18,136.80 (8.44%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.5 L+₹38,506.10 (17.9%)Rejected-Finance | ₹2.5 L+₹38,506.10 (17.9%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Tomy Thomas L2 | BENNY JOHN L1 | Thankachan Mathew L3 |
|---|---|---|---|---|---|---|
| 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 | 25.96 | cum | 188.43 ₹4,892.58 | 150 ₹3,894.75 Lowest | 203 ₹5,270.9 |
| 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) | 25.96 | cum | 8,789.08 ₹2,28,208.46 | 8,129 ₹2,11,069.49 Lowest | 9,559 ₹2,48,199.44 |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
30 May 2026, 2:00 pmClosed
AE LIDEW Section Kattappana
O/O AE LIDEW Section Kattappana
Annual Plan-160/27-Project No-160/27, Chulliyanippadi Dinesanpadi Road Concreting and Related Activities-General Civil Work
2026_LSGD_852426_7
02/2026/AE/LIDEW/KTPMCP/I PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
Kattappana
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,341
Yes
25 Jul 2026
23 May 2026
30 May 2026
23 May 2026
30 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
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