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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | IDUKKI | KERALA | 685501 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.3 L+₹16,217.40 (5.10%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR G L1 | BALU B L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | OD98371/2026-2027:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with power roller | 107.4 | cum | 1,209 ₹1,29,846.6 Lowest | 1,270.6 ₹1,36,462.44 |
| 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. | 80.55 | cum | 2,335 ₹1,88,084.25 Lowest | 2,454.2 ₹1,97,685.81 |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Champakulam Grama Panchayat
Annual Plan-Champakkulam GP_2026-27- Kaliyikkal palam to Mukkat road road renovation,ward 10-Pr.43/27
2026_LSGD_863300_32
05/AE/CKM/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Chambakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,455
Yes
25 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | OD98371/2026-2027:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with power roller | 107.4 | 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. | 80.55 | cum | - | - |
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