Tender For General-Emergency Ase Work- Monsoon Preparedness- 2026-27 Emergency Temporary Protection Works Using Jumbo Bag Near Cp Stone 2620 In Ajanur Kadappuram In Ajanur Grama Panchayath In Kasaragod District. -General Civil Work, Kasaragod-Kerala
TDR : 55778943
Tender Notice
BOQ
5 Days Left
Kasaragod
Kerala
Tender For General-Emergency Ase Work- Monsoon Preparedness- 2026-27 Emergency Temporary Protection Works Using Jumbo Bag Near Cp Stone 2620 In Ajanur Kadappuram In Ajanur Grama Panchayath In Kasaragod District. -General Civil Work
Name of Work:- GENERAL-Emergency ASE work- Monsoon Preparedness- 2026-27 Emergency Temporary Protection works using Jumbo bag near CP Stone 2620 in Ajanur Kadappuram in Ajanur Grama Panchayath in Kasaragod District. -General Civil Work
Sl. No.
Item Description
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Maintenance of ASE works
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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
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OD3830/2026-2027:Protection against sea erosion by using woven polypropylene Jumbo Bags of size 1.02 m x 1.02 m x 2.45 m by supplying, filling with locally available sea sand at site, compacting, securely stitching/tying the mouth, conveying, loading, unloading, handling, placing and laying in position for formation of a temporary bund, including the cost of materials, labour charges, hire and operation of equipment, and all incidental charges, complete as directed by the Departmental Officers
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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.
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2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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OD6896/2026-2027:Hydraulic excavator for re-arrangement of existing granite stones as directed by engineer in charge. Please Enable Macros to View BoQ information
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