Upgradation/Restoration of road Main road to Moh. Qureshian Nangali in Km 1st RD 0 to 450,Tehsil Haveli,District Poonch Under Non Plan

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil All kinds of Soil 50% ,Ordinary Rock = 35% & Hard rock =15%(Blasting prohibited )

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

Dumping stone excluding cost of stones. On Horizontal on level.(available at Site)

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Supplying and stacking at site Graded crushed stone aggregate of size

63 mm to 45 mm

Stone Screening of size

13.2 mm nominal size (Type A)

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.

Carriage of material by M.T incl loading/unloading & stacking complete

Sand/Stone agg. below 40 mm nominal size avg. lead 02 Km by MT

Stone avg lead lead 02 km by MT