Details: earthwork in excavation by mechanical means (hydralic excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils) providing and laying of boulder apron laid in wire crates with 4 mm dia black anealed wire conforming to is:280 and is:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301(incl all carriages complete) back filling behind r-walls etc. of 2nd class stone/granular material including haulage of material involved
Sector: Road development