Details: excavation, loading, unloading and carriage by mechanical means of alll kinds of soil, including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2 size with all lifts and delifts including trimming of slopes and bed to design sectin and depositing the excavated materials away from work site as per the specification and as directed by the engineer-in-charge within and initial lead of 1km from the place of excavation complete. (cutting of earth) construction of granular sub-base by providing close graded granular sub-base grading-iii material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compactcting with vibratory roller to achive the desired density complete as per clause 401 of mosrt&h specification for road & bridge works (4th revision) including cost and conveyance of materials t&p etc (see page no-160,item no 39 of aor-06) (gsb) p.c.c (1:3:6) using 4cm. si
Sector: Municipality