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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC | ₹4.1 L | 1 | Accepted-AOC L1 May be Approved |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SAJU THOMAS L1 | P J JOSEPH L4 | JANCY ABRAHAM L2 | RAJESH P H L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | OD40188/2026-2027: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 (With power roller) | 161.4 | cum | 1,028.85 ₹1,66,056.39 Lowest | 1,247.48 ₹2,01,343.27 | 1,148.4 ₹1,85,351.76 | 1,183.18 ₹1,90,965.25 |
| 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. | 121.05 | cum | 1,987.25 ₹2,40,556.61 Lowest | 2,409.54 ₹2,91,674.82 | 2,218.2 ₹2,68,513.11 | 2,285.34 ₹2,76,640.41 |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
22 Jul 2026, 11:00 amClosed
AE
O/O AE Neelamperoor
Maintenance of road -24 il chira to Mangadu-PRO no49/27-General Civil Work
2026_LSGD_859572_3
01/26-27/ETEND/AE/LIDEW/NPR
Open Tender
Civil Works - Others
Item Rate
WORK
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
₹12,707
neelamperoor
11 Sept 2026
14 Jul 2026
25 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD40188/2026-2027: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 (With power roller) | - | cum | - | - |
| 1.002 | 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. | 1 | cum | - | - |
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