Macdamisation of inner link road from Main road khayam to imam bargah tangbagh nowpora annd Macdamisation of allied link roads near STP Baba Demb road.

Taking out of GEOTAGGED photographs of size 150mm x 100mm at site before execution of work, during execution and after completion of work including submitting the same to the engineer incharge.

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge complete.

P/L, in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering. All work up to plinth level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) all inclusive leads, lifts, loading, un-loading, head load (if any) cost and carriage of material involved complete.

P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to plinth level in grade 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size (Crushed) including all leads, lifts, loading, unloading, head load (if any) costs and carriages complete.

Centering & Shuttering including strutting propping etc. and removal of the form work for foundation, footings bases of columns blocks etc. complete.

Providing and laying in position hot sealing compound for expansion joints etc. using grade “A” sealing compound complete.

Surface dressing of ground including removing vegetation and inequalities, not exceeding 15cm deep and disposal of the rubbish beyond SMC limits in all kinds of soils including all its leads, lifts, loading, unloading, head load (if any) costs & carriages etc., complete.

Providing, Laying, Spreading & Compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specifications including mixing the material with water at OMC mechanical mixer plant carriage of mixed material by Tipper at site with all leads and lifts laying in uniform layers in sub base/ base course on a well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per technical specification of clause 406.(75mm thick compacted).

On WBM surface using tar @0.75kg/sqm.