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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BIJEESH N C L2 | AJEX M A L3 | NIDHIN JOHN L1 |
|---|---|---|---|---|---|---|
| 1.00IRISH DRAIN | ||||||
| 1.00 | OD475693/2025-2026: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 Plate compactor to achieve the desired density complete
as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 17.55 | cum | 2,240.71 ₹39,322.22 | 2,351.22 ₹41,261.56 | 2,150 ₹37,730.35 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 13.93 | cum | 8,754.95 ₹1,21,973.96 | 9,186.73 ₹1,27,989.52 | 8,451 ₹1,17,739.33 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
4 Mar 2026, 3:00 pmClosed
Asst. Engineer
Office of the Assistant Engineer, LID and EW Section, Thrikkur Grama Panchayat
Annual Plan-379/25-26 Madam Shutter road side irish ,Phase 2 in ward 17
2026_LSGD_840000_2
09/AE/LIDEW/TKR/25-26/9THPhase
Open Tender
Civil Works - Roads
Item Rate
180 days
ward 17
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,231
Yes
3 Jun 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
IRISH DRAIN
OD475693/2025-2026: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 Plate compactor to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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