Construction of Road from Badinaard DH Pora to Yarikhah

Earth work in bulk excavation by mechanical means 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 :

Banking available excavated earth in layers not exceeding 20 cm in depth,braking clods and consolidating each deposited layer with power road roller and watering, lead upto 50 m and lift upto 1.5 m.and dressing up in embankments all kinds of soil.

Beyond 30 cm girth upto and including 60 cm girth.

Beyond 60 cm girth upto and including 120 cm girth.

Beyond 120 cm girth upto and including 240 cm girth.

supply and filling of RBM (River bed material ) including sorting, ramming, watering and spreading in uniform layers and consoldating each deposited layer with vibratary roller with all carraiges upto site of work complete.

supplying and stacking at site graded crushed stone aggregate, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.2 mm nominal size type A screening and binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness)

Providing and laying of 450 mm dia RCC pipes in proper position/ grade including providong of required quantity of RBM over and under pipes as cusion including cost and carriages of pipes, RBM, loading, unloading complete.