Restoration of rain damages of FIS Sharan in GP Pandranu in Tehsil Jubbal Distt Shimla HP Sub Head Laying and butt welding of Gl pipes Removal of slip and C/O RCC supporting pillars

Excavation in earth work and disposal of all excavated earth up to a lead of 20mtrs (twenty metres) and lift up to 1.50 mrs (one point fifty metres) disposing earth to be leveled and neatly dressed

Removal of slips in all kinds of soil including saturated soil but excluding boulders & rock protion req. belasting) up to a distance of 20mtrs. Disposing unserviceable material and neatly dressing the surface.with in all leads and lifts as directed by the Engineer-in-charge.

Clearing Jungle including uprooting of rank vegetations, grass, brush wood, trees and saplings of grith upto 30 cm

Cement concrete lining 15cm thick or less for irrigation channels,using cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.

Hand mixed concrete lining in bed

Hand mixed concrete lining on hill side

Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.

Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.

Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.