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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹6.7 LAccepted-AOC | l1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SAJI THOMAS L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | OD182563/2025-2026: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) | 212.8 | cum | 1,280 ₹2,72,384 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. | 159.6 | cum | 2,470 ₹3,94,212 Lowest |
| 1.00 | OD182624/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹6.7 L
EMD Value
₹16,874
Closing Date
31 Jan 2026, 3:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD Section , Nedumudy gramapanchayath
Quotation Annual Plan 83 From Parekkalam to Valikyaveedu road repairing in ward 8 at Nedumudy GP
2026_LSGD_829945_5
11/AE/LSGD/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,490
Yes
₹16,874
Yes
16 Apr 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
OD182563/2025-2026: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.
OD182624/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc...
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finance_1394255.pdf
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BOQ_1394255.xls
BOQ • 0.30 MB
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