MASTER PLAN PHASE 01 PROVIDING COMPLETE AMENITIES.

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc.,( including refilling ) etc., all complete in all respects complying with relevant standard specification-narrow cutting a) 0 to 2 m depth

b) 2 to 3 m depth

c) 3 to 4 m depth

b)4 to 5 m depth

b)Removing hard rock by wedging chiselling and trimming to proper shape where blasting is prohibited.

c) Benching Hard rock upto an average 10CM depth.Complete in all respects complying with relevant standard specifications

Supplying and filling in foundation and basement with Gravel Filling in layers of 150mm thickness well watered rammed and consolidated complying with relevant standard specifications including cost of filling sand as directed by the Departmental officers.Below Mat flooring and plinth level rising

Supplying and filling in foundation and basement with filling sand in layers of 150mm thickness well watered rammed and consolidated complying with relevant standard specifications including cost of filling sand as directed by the Departmental officers.Sand filling for Plinth beam, Grade beam & flooring

Back filling of excavated sand in foundation in layers of 150mm thickness well watered rammed and consolidated complying with relevant standard specifications including cost of filling sand as directed by the Departmental officers.