Construction of crate bund at various flood prone Nallah from Liktsey to Chumathang (at vulnerable spot of Sheyoul and Nee Nallah(Under Capex)

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.90%

b)Ordinary rock;-10%

Laying of wooven crates in positions

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 16x20 including carriage complete job

Supply of Lids including carriage complete job

Carriage of material from source to site of work by mechanical transport. Stone an avg lead 5Km

Carriage of materials by Headload. Stone an avg lead 300mtr