Remaining Work of Ganesh Dhab Lining Work

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).

Random rubble masonry with hard stone in foundation and plinth : Cement Mortar 1:6 (1 Cement : 6 Coarse sand)

Construction of embankment with approved materials deposited at site available from roadway cuting and excavation from drain and foundation of other structures, graded and compactingby vibratory roller 8-10 tonne to meet rrequirement of table 300-2 as per MoRT&H specification clause 305

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embamkement complete as per drawing and Technical Specification ans as per clause 2504 of MoRT&H Specification. With R.R. Stone/bolder, weighing not less than 40 Kg. thickness not less than 150mm, Specific gravity not less than 2.65