Details: earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 m in depth & earth-work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the engineer-in-charge. (sor 2023-24 chap-4 si.no-253+231a) construction of granual sub base (gsb) by providing coarse graded material spreading in uniform layers with moter grader surface, mixing by mix in place method with rotavator at omc & compacting with vibratory power roller to achieve the desired density, complete as per clause table-400-2 s.n. 4.2 (c) mort&h specification no. 401 (53mm - 26.50mm @ 35%, 26.50-4.75mm @ 45%, 2.36-mm and below @ 20%) providing and laying spreading and compacting grades stone aggregate to wet mix macadam (wmm) specification includin
Sector: Urban Authority