Construction of Retaining Wall near Creamtion Site of Lower Julakhri

Amount

Earth work in excavation in All kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Providing and laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

Providing weapholes in brick masonary/stone masonary/ plain reinforced concrete abutments, wing wall, return wall, with 100mm dia PVC pipe extending through the full with of the structure with slopr of 1(V):20(H) towards face complete drawing face complete as per drawing and technical Specification clauses 614, 709, 1204.3.7

Rohit Sharma

Mukesh Kuamr