Protective works to prevent landslides occurring above the taxi stand in the Purola Municipal Council area.

Earth work in excavation 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. All kinds of soil.

Providing & anchoring 25 mm dia Tor Steel anchors/ dowels bars including supply of all material ,labour,T&P etc required for proper completion of work. This includes making of 32 mm dia hole for anchoring upto a depth of 3.00 M Holes should be filled with cement mortar along with bars. including payment of cement mortar All the work will be done as per direction of Er.-in-Charge.

Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge.

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin-Charge. 100 mm thick in Grade M 25 with cement content not less than 330 kg per cum.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 random rubble masonry ( In 1:5 cement mortar. )