ESTIMATE FOR BRICKWORK LINING OF WATERCOURSE OF OUTLET AT RD 500/R OF BALLOWAL MINOR

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods.

Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed.

Re-handling of earthwork recently executed

Dag belling single kassi stroke minimum 7.5 cm depth.

Dressing of Bed and preparation of sub grade for lining.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Providing, lowering Precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.complete in all respect 450mm i/d pipe

Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls