Construction of 01 nos public toilet for men women and divyang at Jaral colony BBMB Pandoh

Dismantling of 8 inch hollow block masonry in cement mortar.

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.

Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 metres

Cement concrete 1:8:16 b) With stone aggregates 40mm gauge ii) Mixing by mechanical means using concrete mixer volumetric type

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:6 in first storey up to 4 metres above plinth level.

Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded.

Making soak pit 2.5 m outer Diameter 3.0 metre deep 230mm thick 1:5 brick work honey comb with bricks of Ist Class and S.W. drain pipe 100 mm Diameter, 1.8 m long complete as per standard design.With F.P.S. Bricks

12.5 mm thick cement plaster 1:5

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.