Improvement/ Upgradation of Roads at Bemina and other allied roads by way of laying of different pavement layers.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Earth filling (free from pebbles, clods, vegetations and other foreign materials) carrying by MT laying in layers incl. dressing watering and consolidating with power road roller (8-10 ton) incl. cost & carriage of all materials, leads, lifts and carriages from approved source upto site of work complete(including royality)

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.27.1 Beyond 120 cm girth upto and including 240 cm girth.

Beyond 120cm girth upto incl. 240 girth

Above 240 cm girth

Providing, Laying, watering and compacting with 8-10 tonne capacity power road roller Nallah muck/RBM/Khakh bajri with aggregate size not exceeding 100mm to specified lines, grades, cross sections and density. Finished work to be measured incl. carriage of materials by mechanical transport from source of supply upto site of work including all leads, lifts, loading, unloading and stacking charges complete

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm and Stone screening of size 13.2 mm nominal size (Type A) with dust/moorum including Laying, spreading and compacting stone aggregate of specified sizes 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 requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

P/L stone soling (Hand Packed) in trenches incl ramming, dressing, watering etc incl all leads and lifts and carriage upto site of work complete.