Construction of Maharaja Road from Lanjote Ziyarat to Stadium Balakote Tehsil Mendhar District Poonch under CDF 2026-27.

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 :

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: Ordinary Rock. :

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 : 80%. Ordinary Rock :20.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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

Centering & shuttering incl. strutting , propping etc. and removal of form work for.Foundations, footings, bases of columns etc.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigotjointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including of joints etc. complete testing Non-pressure R.C.C. pipes 900 NP-3 class (Medium duty) .

Supplying and stacking at site. 63 mm to 45 mm.

Supplying and stacking at site. 13.2 mm nominal size (Type A).