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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 may be approved | |
| 2 | Rejected-Technical KOLATH NILAPOLA P O | KERALA | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P J JOSEPH L2 | JACOB GEORGE L3 | SAJU THOMAS L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 1.00 | OD485983/2025-2026:construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000m as per Technical specification (Without power roller) | 271.35 | cum | 1,286.07 ₹3,48,975.09 | 1,300 ₹3,52,755 | 1,260.34 ₹3,41,993.26 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. | 30 | cum | 2,484.07 ₹74,522.1 | 2,500 ₹75,000 | 2,434.38 ₹73,031.4 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
3 Mar 2026, 11:00 amClosed
AE
Neelamperoor o/o AE
Annual PlanNeelamperoor GP Ward 7 Road maintenanc pankiyamma to Anganwadi no 86General Civil Work
2026_LSGD_839257_1
09/25-26/TEND/AE/LIDEW/NPR
Open Tender
Civil Works - Others
Item Rate
work
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
28 Apr 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
Road maintenance
OD485983/2025-2026:construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000m as per Technical specification (Without 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.
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finance_1414104.pdf
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