Construction Of Toe Wall Between Km 1.000 To Km 1.210, Km 1.500 To Km 1.800, Km 2.600 To Km 3.000, Km 20.450 To Km 21.450 Of Zardi Domra Bund, Km 0.000 To Km 0.600, Km 1.000 To Km 1.400, Km 2.300 To Km 2.800 Of Amahawa Ring Bund, Km 0.060 To Km 0.210

Earth work in trench cutting for toe wall including cost of all lead & lift, labour, T&P etc. complete with proper disposal of earth required for proper completion of work as per drawing in direction of Engineer-in-charge.

Earth work in filling by power transport for a lead of upto 1 Km including excavation loading unloading stacking manual compaction & dressing with all lift shall be aplicable etc proper completion of work as per direction of Engineer in charge.

Providing & laying of Geo Textile sheet 200 GSM woven multifilament polypropylene yarn as filter material in inner side of toe wall with bottom including all cost of material, labour, carriage, T&P etc. required for proper completion of work as per drawing in direction of Engineer-in-charge.

Providing and laying of Mirzapur stone boulder in mechanically woven double twisted hexagonal shaped BIS standard class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.45m (2 No. diaphragms size 1x0.45m across the length of Gabion) mesh type 10x12cm Polymer (PVC/PA6/Other Advance Polymer) coated, mesh wire diameter 2.70/3.70 mm (ID/OD), edged/selvedged dia. 3.40/4.40 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia. 2.2/3.2 mm (ID/OD) of construction of launching apron and gabion wall including all material, labour, T&P, carriage, loading, unloading, royalty, all taxes but excluding GST etc. and tying with lacing wire as per drawing all complete as per directions of Engineer-in-charge.