Permanent restoration of Kalaroos Lastiyal road Package No. JK08126

Earth work in excavation by manual means 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:All kinds of soil :

P/L of stone soling

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)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form workfor:4.6.1 Foundations, footings, bases for columns

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:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Earth work in Bulk Excavation by bmechanical means (Hydraulic Excavator ) over araes exceeding 30 cm in depth 105 m in width as well as 10 m2 on plan including disposal of excavated lead upto 50 m and lift upto 1.5 m as desired by Engineer-in-charge All Kinds of Soil.

Providing and Laying of Non-Pressure NP3 Class (Light Duty) RCC Pipes with collars Jointed with stiff mixture of cement mortar in the proportioned 1;2 ( 1 cement 2 fine sand ) including testing of joints etc complete job (500mm dia)