CONSTRUCTION AND DEVELOPMENT OF GRAVEYARD AT SHEIKH WADIPORA BLOCK KHANSAHIB

Earth work in Trench excavation by manual means over areas (not 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 excluding 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. and removal of form for Foundations, footings, bases of columns etc.

P/A 12mm thick Plaster (1: 6) Cement Mortar Mix

Strctural steel work in single section , fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a primming coat of approved steel primer and one or more coats of synthetic enamal paint all complete.

Providing and fixing G.I chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts, and washers as required complete as per directions of Engineer in charge Made of G.I wire 4mm dia and also includes two or more coats of synthetic enamel paints etc

Carraige by M.T. of Fine / Coarse Aggregate from Source to Site.

Carraige by M.T. of Stone Soling/Plum

Add provision for cost of photographs, Citizen Information Board & other unforseen items (to be paid as per actual)