Anti erosion work for protection of village Hasanpur at right bank of river Ganga, Block Chahaniya Tahsil Sakaldiha Distt. Chandauli.

Excavation of foundation in ordinary soil/sandy loam, clay or sand for launching appron and slope cutting including lift upto 1.50 M. and lead upto 30M. and including filling, watering, ramming of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in-charge upto a distance of 30 meter from the foundation trenches. in all type of soil including all lead and lift & labour charges etc. for proper completion of work.

Supplying, placing and dumping in position new E.C. bag filled with R.B.M. tying and sewing with machine by synthetic thread, in nylon crate of size 1x1x1 m. for making plateform & slope etc. proper completion of work. As per directed by engineer in-charge ( No. of crate)/m³

Supplying and placing Geo textile sheet made of 240 GSM woven multifilament polypropylene yarn over prepared surface behind boulder slope pitching as filter including preparation of surface, all cost of material, labour and T&P complete. As per directed by engineer in-charge

Supplying and dumping stone boulder in mechanically woven double twisted hexagonal shaped wire mesh gabion boxes/crate size 2.50X1.50X 0.50 m and gabion boxes/crate size 2.50X1.50X 1.00 m with 2 panel in launching appron, toe wall, landing, key and cutters including all cost of material, labour and T&P etc complete. But excluding cost of gabion boxes/crate As per directed by engineer in-charge.

Supplying and Laying of mechanically woven double twisted hexagonal shaped wire mesh gabion boxes/crate of claass 2 as per IS 16014 : 2024 of (gabion) mesh type 10.00x12.00 cm having polymers coated, mesh wire dia 2.7/3.7mm (ID/OD), edgeed /selvedge dia 3.4/4.4mm (ID/OD) with partition at every 1 m interval and shall have minimum 10no. of opening per meter of mesh perpendicular of twist lacing wire of dia 2.2/3.2mm (ID/OD) including carrage, loading, unloading, stacking etc. wire crate size 2.50X1.50X0.50 m, made with 2 panel in launching appron, toe wall, landing, key. proper completion of work. As per directed by engineer in-charge.

Supplying and Laying of mechanically woven double twisted hexagonal shaped wire mesh gabion boxes/crate of claass 2 as per IS 16014 : 2024 of (gabion) mesh type 10.00x12.00 cm having polymers coated, mesh wire dia 2.7/3.7mm (ID/OD), edgeed /selvedge dia 3.4/4.4mm (ID/OD) with partition at every 1 m interval and shall have minimum 10no. of opening per meter of mesh perpendicular of twist lacing wire of dia 2.2/3.2mm (ID/OD) including carrage, loading, unloading, stacking etc. wire crate size 2.50X1.50X1.00 m, made with 2 panel in launching appron, toe wall, landing, key. proper completion of work. As per directed by engineer in-charge.

Supplying and laying stone boulder in mechanically woven double twisted hexagonal shaped wire mesh gabion boxes/crate size 2.50X1.50X 0.30 m with 2 panel in slope boulder pitching including all cost of material, labour and T&P etc complete. But excluding cost of gabion boxes/crate As per directed by engineer in-charge.

Supplying and Laying of mechanically woven double twisted hexagonal shaped wire mesh gabion boxes/crate of claass 2 as per IS 16014 : 2024 of (gabion) mesh type 10.00x12.00 cm having polymers coated, mesh wire dia 2.7/3.7mm (ID/OD), edgeed /selvedge dia 3.4/4.4mm (ID/OD) with partition at every 1 m interval and shall have minimum 10no. of opening per meter of mesh perpendicular of twist lacing wire of dia 2.2/3.2mm (ID/OD) including carrage, loading, unloading, stacking etc. wire crate size 2.50X1.50X0.30 m, made with 2 panel in launching appron, toe wall, landing, key. proper completion of work. As per directed by engineer in-charge.