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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | L1 | Accepted-AOC lowest | |
| 2 | L2₹3.9 L+₹10,186.17 (2.70%)Rejected-AOC | L2 | Rejected-AOC second | |
| 3 | Rejected-Technical AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | PRADEEP L1 | SARATH S L3 | SIBIN B S L2 | MANU S S L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Side Berm Concrete | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 44.8 | cum | 285.76 ₹12,802.05 | 67.13 ₹3,007.42 | 61.75 ₹2,766.4 Lowest | 600 ₹26,880 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 44.8 | cum | 8,148.62 ₹3,65,058.18 Lowest | 9,390 ₹4,20,672 | 8,600 ₹3,85,280 | 9,000 ₹4,03,200 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
10 Feb 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Enginee Thiruvananthapuram District Panchaythr
Road
2026_LSGD_830467_34
29/HD/AEE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
31 Jul 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Side Berm Concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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