Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC PADINJARE PANDARATHIL OORUKARY P O RAMANKARY ALAPPUZHA KERALA | RAMANKARY | ALAPPUZHA | KERALA | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹2.3 L+₹23,119 (11.0%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST |
| Sl No | Description | Qty | Unit | ASWATHY RAJ L2 | sreenath p v L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD475833/2025-2026: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) | 105.83 | cum | 1,500 ₹1,58,737.5 | 1,286.07 ₹1,36,098.36 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. | 30.15 | cum | 2,500 ₹75,375 | 2,484.07 ₹74,894.71 Lowest |
Tender Value
Refer Docs
EMD Value
₹5,275
Closing Date
4 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW RAMANKARY GP
public works
2026_LSGD_840203_1
04/AE/LSGD/RAMANKARY/PHASE 2
Open Tender
Civil Works - Roads
Item Rate
180 days
RAMANKARY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,275
Yes
21 Apr 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
OD475833/2025-2026: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. (ii) Using Gravel mix soil.
stage.html
html • 0.04 MB
techsummary_1416186.pdf
finsummary_1416186.pdf
aoc.pdf
finance_1416186.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
SBD.pdf
Tender Documents • 2.71 MB
BOQ_1416186.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .