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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.4 LAccepted-Finance TENDER DOCUMENTS DO NOT CONTAIN THE FULL ADDRESS FOR THIS PRIVATE COMPANY | 1 | Accepted-Finance L1 | |
| 2 | 2₹14.0 L+₹3.6 L (34.5%)Accepted-Finance | 2 | Accepted-Finance L2 | |
| 3 | 3₹15.6 L+₹5.2 L (49.5%)Accepted-Finance | 3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | SHEJEEB TM L1 | XAVIER C M L3 | Tojo James L2 |
|---|---|---|---|---|---|---|
| 1.00Bund Formation | ||||||
| 1.00 | OD45225/2025-2026:Bund formation: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil(2.2.1-2.4-2.5) | 1,155.6 | cum | 647.7 ₹7,48,482.12 Lowest | 960 ₹11,09,376 | 900 ₹10,40,040 |
| 1.00 | OD45223/2025-2026:Strengthening slopes/earthern bund using coir geo-textiles (740GSM) etc complete including
conveyance and all other incidental charges as per the directions of the departmental officers at
site | 3,466 | sqm | 85.2 ₹2,95,303.2 Lowest | 130 ₹4,50,580 | 105 ₹3,63,930 |
Tender Value
₹14.7 L
EMD Value
₹36,756
Closing Date
18 May 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer, KD Division Thanneermukkom
GENERAL-Various Padasekharams - Strengthening the damaged outer bund of Mundar Moosara, Mundar 10 ,Mundar 9 Harijan corporation padasekharams in Kallara panchayat in Vaikom LAC-General Civil Work
2026_Irrig_850027_1
02/EE/KD/2026-27
Open Tender
Civil Works - Others
Item Rate
270 days
Kallara Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹36,756
Yes
17 Jun 2026
11 May 2026
20 May 2026
11 May 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bund Formation | |||||
| 1.001 | OD45225/2025-2026:Bund formation: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil(2.2.1-2.4-2.5) | 1 | cum | - | - |
| 1.002 | OD45223/2025-2026:Strengthening slopes/earthern bund using coir geo-textiles (740GSM) etc complete including
conveyance and all other incidental charges as per the directions of the departmental officers at
site | - | sqm | - | - |
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