Details: site preparationearthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil foundation for plinth work = 64’-0”-0” x 1’-6” x 1’-6’ ’= 146.25ft3foundation for columns = 6 x (2’ x 2’ x 3’-0”) = 72ft3foundation for plinth protection = 72’-0” x 1’-6” x 0’-6” = 54 ft3total = 272.25ft3 = 7.70 m3area to be excavated keeping in view the earth quake resistance for which a ms mesh (10 mm) is to be provided in the base foundation of the plinth(sch – 2.8.1) providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. plinth work = 64’-0” x 1’-6” x 0’-6’’= 48 ft3flooring= 18’-0” x 14’-0” x 0’-3’’= 75.6 ft3foundation for columns = 6 x (2’ x 2’ x 6”) = 12 ft3plinth protection= 72’-0” x 1’-6” x 0’-6” = 54 ft3total = 189.6 ft3 = 5.36m3(sch – 4.4.8) providing and laying in position cement concrete of specified grade including curing but excluding the
Sector: PWD