Restoration of rain damages FIS Shiru Maila in Tehsil Dadahu Distt. Sirmour HP

Excavation in foundations and trenches etc, in earth work, lift up to 1.5mtrs stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth of foundations etc, consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth as directed within a lead of 20mtrs, in all kind of soil in P.W &J.W. 50% each.

Providing and laying cement concrete 1:4:8 ( 1cement:4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) but not less than 0.10 mtr) thickness atteched pillaster, buttresses plinth and string courses etc. from top of foundation level up to floor two level.

Providing and laying cement concrete 1:2:4 ( 1cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor. Roofs, landings shelves and cantilevers upto floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:6:12 ( 1cement: 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing & laying PCC 1:5:10 ( 1Cement : 5 Sand : 10 Stone aggregate 40 mm N/Size ) with 15% plum as per HPPWD Sapecification the size of Boulder 150 x 300 mm ) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing of PVC Pipe of 80 mm dia weep & vent hole including all lead and lift. and carries of material. as directed by the engineering charge.

Stone filling behind retaining wall as per direction and to the entire satisfaction of Engineer Incharge.