Details: earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item -a) including cold breaking,having earth in 225mm layer and rough dressing of soil with initial lead of 10m. and lift of 1.5m.all complete as per approved design. specification and direction of e/i.(7.1.43.2) part-b, wrd page no.-138 earth work in excavation of foundation trenched of toe wall, spillway, head regulator, out lets, intake wells etc, as per desingned section in all kinds of soil including mooram soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m. as per sepecification and direction of e/i . (6.1.8) part-b, wrd page no.-119 earth work in excavation of foundation trenched of toe wall, spillway, head regulator, intake wells and outlet etc, as per desingned section in ordi
Sector: Water Resource Department