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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | C.A BASHEER L1 | Roy Tom L2 |
|---|---|---|---|---|---|
| 1.00Road formation | |||||
| 1.00 | OD440404/2025-2026:Construction of Sub grade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000m as per Technical specification Clause 303.1(3.14 Modified with increased compensation and additional conveyance(CHERTHALA THALUK DSOR 2021) | 256.5 | cum | 1,196.7 ₹3,06,953.55 Lowest | 1,508 ₹3,86,802 |
| 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. | 85.5 | cum | 2,266.4 ₹1,93,777.2 Lowest | 2,856 ₹2,44,188 |
Tender Value
₹5.5 L
EMD Value
₹13,721
Closing Date
24 Mar 2026, 11:00 amClosed
Assistant Engineer
LSGD Section Ezhupunna GP
52/26 Ezhupunna G P Formation of Puthukulangaraveli Moolethara Road Ward 16-Road formation
2026_LSGD_847384_1
52/AE/LIDEW/EZH/2025
Open Tender
Civil Works - Roads
Item Rate
Ezhupunna GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,210
Yes
₹13,721
Yes
17 Sept 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road formation | |||||
| 1.001 | OD440404/2025-2026:Construction of Sub grade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000m as per Technical specification Clause 303.1(3.14 Modified with increased compensation and additional conveyance(CHERTHALA THALUK DSOR 2021) | 256.5 | 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. | 85.5 | cum | - | - |
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