Construction of Road from kassi to chak Mohalla kanchn phase 2nd under CD and PYT for year 2026-27 ,P/H Noorkhah Block Bijhama

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed by Engineer-in-Charge All kinds of soil

Construction of Granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of engineer-in-charge. with material conforming to grade-I (size range 90 mm to 45 mm

Supplying and stacking Stone screening of size 13.2 mm nominal size

random rubble stone masonry using quarry stone without bond stones in 1:6 mix

random rubble stone masonry using quarry stone without bond stones in dry

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)and curing complet

stones from Bla by 30 kms MT

Add for singn board and photographs