Construction Of Toe Wall For Stability And Protection From Encroachment In Both Side Slope Between Km 2.400 To Km 2.900 And Km 3.850 To 4.500 Both Side Of Bandiya Bund On Right Bank On Pargapur Taal Of River Old Ghoghi And Country Side Slop Between

Earth work in cutting for making proper slope & profile with dressing 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.

Providing and laying of Mzp stone boulder in Mechanically woven double twisted hexagonal shaped BIS Standard class 2 as per IS Code 16014:2024 of required size 3.00x1.00x0.45 M (2 no. diaphragms size 1X0.45 across the length of gabion) mesh type 10.00x12.00cm polymer (PVC / PA 6) coated, Mesh wire dia. 2.7/3.7mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD)with partitions at every 1 M 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) for construction of launching apron and gabion wall including all material, labour, T&P, Carriage, Loading, unloading, Royality all taxes but excluding GST etc. and tying with lacing wire as per drawing all complete as per directions of engineer in charge.

Providing and laying 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, T&P etc 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 up to 1 Km. including excavation loading, unloading, stacking, manual compaction & dressing with all lift shall be applicable etc. for proper completion of work as per drawing in direction of Engineer in charge.