Details: earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per ss 20b for foundation providing of granular sub base using 53-22.40mm (53mm metal, 46.50mm metal,45mm metal, 37.50mm metal,26.50mm metal, 25mm metal, 22.40mm metal) grade i materials of table 400 -1 of morth with minimum cbr 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at omc and compacting wi
Sector: Municipality