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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78,517.65Accepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | ANIL KUMAR R L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | OD120266/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance(UP TO 20CM THICK WITH POWER ROLLER: GR) | 22.05 | cum | 1,294.5 ₹28,543.73 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 18.9 | cum | 2,484.07 ₹46,948.92 Lowest |
| 1.00 | OD146116/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹78,518
EMD Value
₹1,963
Closing Date
25 Feb 2026, 3:00 pmClosed
ASSISTANT ENGINEER
AE LSGD NEDUMUDY GP
REQUOTATION Pro 100 26 Road maintanence from kochuparambu to SNV sadanam along paruthikalam road ward 6
2026_LSGD_837042_1
13/AE/LSGD/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
ALAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹1,963
22 Sept 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | OD120266/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance(UP TO 20CM THICK WITH POWER ROLLER: GR) | 22.05 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 18.9 | cum | - | - |
| 1.003 | OD146116/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | - | - |
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