Stabilization of hill slope along the approach road to filed hostel Block-B and providing edge wall along the approach road to field hostel Block-A at Kiru HEP Pathernakki, Distt. Kishtwar

Amount

Earth work in bulk excavation by manual 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

Ordinary rock

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size

Providing and laying in position plum concrete using 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) cement concrete 60% and plums (soling stone) 40% including curing and all charges except the cost centring and shuttering: All work upto plinth level:

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

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diameter