Restoration of rain damages to Matehar group of villages in Tehsil Lad Bharol DisttMandi HPSH CO Rwall RD 00 to 010 10 Rmt left sidwe CWT of WTP 1.36 MLD TansalKarsal and Bag under PDNA

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.

Providing and laying in retaining wall and breast wall 10.0 Kgf/cm2 working pressure unplasticised PVC pipes ( Confirming to IS: 4985-1968) to make weep holes complete including making good the walls.

Providing & laying cement concrete 1:5:10 (1 cement 5 sand 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work with 15% plum.The size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Boulder filling behind R/wall/ breast wall with in all leads and lifts as per the direction of Engineer in charge..

Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.