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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹13.5 LAccepted-AOC | ₹13.5 L | l1 | Accepted-AOC THE AMOUNT QUOTED BY CONTACTOR IS GENUINE HENCE ACCEPTED |
| Sl No | Description | Qty | Unit | Shiju K T L1 |
|---|---|---|---|---|
| 1.00Appendix-A- Bank protection and salt water extrusion works with core wall | ||||
| 1.00 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 378.59 | cum | 2,555.86 ₹9,67,623.04 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 148.78 | cum | 285.96 ₹42,545.7 Lowest |
| 1.00 | 60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete. | 268.18 | sqm | 101.85 ₹27,314.13 Lowest |
| 1.00 | 60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site. | 36.57 | cum | 360.38 ₹13,179.1 Lowest |
| 1.00 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 378.59 | cum | 843.68 ₹3,19,408.81 Lowest |
Tender Value
Refer Docs
EMD Value
₹30,858
Closing Date
1 Jun 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer, Additional Irrigation, Subdivision,Thrissur
GENERALSEACOAST PROTECTIONConstruction of Core wall between CP 1397 and 1398 in Kadappuram Panchayath in Thrissur District
2026_Irrig_853089_1
IRR/IA/TR/3408/2023_5_10_9/10
Open Tender
Civil Works - Others
Item Rate
90 days
Kadappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹30,858
4 Aug 2026
26 May 2026
2 Jun 2026
26 May 2026
1 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A- Bank protection and salt water extrusion works with core wall | |||||
| 1.001 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 1 | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.8 | cum | - | - |
| 1.003 | 60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete. | - | sqm | - | - |
| 1.004 | 60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site. | - | cum | - | - |
| 1.005 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 1 | cum | - | - |
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