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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹10,230.31 (2.66%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | CICIL MATHEW L1 | RONEY GEORGE L2 |
|---|---|---|---|---|---|
| 1.00Maintenance of Road | |||||
| 1.00 | OD172156/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(WITH POWER ROLLER) | 142.2 | cum | 1,252.65 ₹1,78,126.83 Lowest | 1,286.07 ₹1,82,879.15 |
| 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. | 85.5 | cum | 2,420 ₹2,06,910 Lowest | 2,484.07 ₹2,12,387.99 |
Tender Value
₹4.0 L
EMD Value
₹9,882
Closing Date
26 Sept 2026, 5:00 pmClosed
NIDHIN M S
AE LID/EW TKY
Prject no.84/27, Maintenance of Ilayathra Parayathra road in ward 14
2026_LSGD_870229_1
26/2026-27/AE/LID/EW/TKY
Open Tender
Civil Works - Roads
Item Rate
150 days
THAKAZHY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹875
₹9,882
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of Road | |||||
| 1.001 | OD172156/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(WITH POWER ROLLER) | 142.2 | 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. (ii) Using Gravel mix soil. | 85.5 | cum | - | - |
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