Restoration of rain damages on Chamyanu to Saroli via Tangri

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge complete.

Providing and laying of boulder apron laid in wire crates made with 4 mm(four millimetre ) dia GI wire conforming to IS:280 ( IS : Two hundrad eighty )and IS : 4826 ( IS : four thousand eight hundrad twenty six ) in 100mm x100mm (one hundrad millimetre into one hundrad millimetre ) mesh (weaved diagonally ) including 10% ( ten per cent ) extra for laps and joints laid with stone boulders weighting not less then 25 kg (Twenty five kilogramme ) including carriage of materials with in all leads and lifts complete in all respects as per the direction Engineer -in- charge.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge.