Const of road by way EW in cutting filling in embankment PL 2 ft dia RCC Hume Pipes from Chorpur Talab to Dev Sathan of Modgil Toknayal Biradari via Ali L 800 M

Amount

Earthwork in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth as directed by Engineer-in-charge, including all leads and lift. All Kind of soil=90%, Ordinary rock=10%.

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with ½ tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in: a) a) All kinds of soil (including all leads and lifts carriages of material by M.T./ H.L)

Providing and laying 2' dia RCC Hume Pipes. NP-3. (including all leads and lifts carriages of material by M.T./ H.L)

Raman Kuma

Sanjay Singh Pathania

Virender Kumar