FILLING AND FENCING WITH R WALL TO GRAVEYARD BANI BOUN AT MAMAT PHASE 1ST

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

Earthwork in rough excavation banking excavated earth in layers not exceeding 20cms in depth breaking clods , watering , rolling each layer with a wooden or steel rammer incl carriage by M.T with an avg lead of 5 kms

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

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

Add provision for cost of photographs, Citizen Information Board & other unforseen items (to be paid as per actual) and diversion of khul and dewatering and cutting down of trees and carriage of cement