Construction of RCC Roads, RCC Drain, fencing, and Precast Box Culvert for diversion of Electrical, Mechanical and other services for Proposed Administrative Complex and other locations at North Site, BARC, Trombay, Mumbai.

Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge

Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge

Dismantling manually / by mechanical means including stacking of serviceable materials and disposal of unserviceable materilas within 200 m lead as per direction of Engineer-in-charge (a)WBM Road

Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead (a)Bituminous Road

Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc "T" or "L" iron or pipe

Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc R.C.C Post

Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead

Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From 0.00 to 1.50 m depth from Average Ground Level