Flood Protection Bund at Rumbak Nallah(main Nallah)(Under capex)

Earth work in excavation by mechanical means (Hydraulic excavator) 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

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials

Supply of wooven crate including carriage complete job

Supply of Lids including carriage complete job

Carriage of material by MT from source to site of work, incl. loading, unloading complete Stone an avg lead 05 km

Carriage of material by headload including loading unloading and stacking. Stone an avg lead 200mtr.