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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST |
| Sl No | Description | Qty | Unit | VARGHESE K X L1 |
|---|---|---|---|---|
| 1.00ROAD | ||||
| 1.00 | OD209261/2025-2026:construction of embankment with approved material obtained from borrow pits with lift upto 1.5m transporting to site spreading,grading,to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause (with power roller) | 65.5 | cum | 1,286.07 ₹84,244.02 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. <br>(ii) Using Gravel mix soil. | 34.12 | cum | 2,484.07 ₹84,768.89 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,225
Closing Date
27 Sept 2025, 6:00 pmClosed
AE Ramankary
Office of the AE Ramankary
Annual Plan-Annual plan -RamankaryGP- 80/25-26 Society bridge to 20 il chira road maintenance in ward 3
2025_LSGD_794010_2
004/AE/LSGD/RMKY/PHASE1/25-26
Open Tender
Civil Works - Roads
Item Rate
RAMANKARY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹4,225
21 Apr 2026
19 Sept 2025
29 Sept 2025
19 Sept 2025
27 Sept 2025
19 Sept 2025
Amount
OD209261/2025-2026:construction of embankment with approved material obtained from borrow pits with lift upto 1.5m transporting to site spreading,grading,to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause (with power roller)
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. <br>(ii) Using Gravel mix soil.
Bidder Name
VARGHESE K X
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