Description: Construction of EMMRC Building MU Name of Work Construction of EMMRC Building MU Sub head Development of approach and periferal Road and culvert M U
Details: Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in Loose/Soft Soil Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( I/c laed charge) Surface dressing of the ground including removing vegetation and in
Sector: University