DEVELOPMENT OF ASTAN SHAREEF AT MAMATH

Earth work in Trench excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Providing/Laying Stone soling Nallah hand packed on level in foundation trenches incl. carriages of Stones.

P/L in position cement concrete of M10 grade including curing but excluding the cost of centering and shuttering. All work upto plinth level (1 Cement :3 F.A.(Natural/M-Sand) :6 C.A. ) with 20mm aggregate

Centering and shuttering including strutting, propping etc. suspended floors, roofs, landings, balconies and access platforms.

P/A 12mm thick Plaster (1: 4) Cement Mortar Mix

Providing and fixing of structural steel including cutting bending erecting welding complete job

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia

Carraige by M.T. of s/Agg from Source to Site.

Carraige by M.T. of Sand from Source to Site.

Add provision for sign board, photographs, Head Load, painting unforeseen items & contigency charges etc