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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67,959.59Accepted-AOC | L1 | Accepted-AOC l1 |
| Sl No | Description | Qty | Unit | A P JAGADEVAN L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | OD330156/2025-2026: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) | 43.65 | cum | 1,294.5 ₹56,504.93 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. | 43.65 | cum | 2,484.07 ₹1,08,429.66 Lowest |
| 1.00 | OD304982/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,199
Closing Date
25 Feb 2026, 3:00 pmClosed
ASSISTANT ENGINEER
AE LSGD NEDUMUDY GP
RETENDER Pro 94 From Chennamkary madam upto church road maintenance in Ward 3 at Nedumudy GP
2026_LSGD_837042_13
13/AE/LSGD/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹4,199
11 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
OD330156/2025-2026: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)
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.
OD304982/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc...
stage.html
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finance_1409694.pdf
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BOQ_1409694.xls
BOQ • 0.30 MB
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