Restoration of rain damages of LWSS Nahan Town in Tehsil Dadahu Distt. Sirmour HP

Excavation in foundation and trenches etc. in earth work in all kinds of soil containing spade work , blasting work, jumper workincluding decomposed hard and soft rocks etcwith all lifts,stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the same in 15 cm. layers whenever required in sides of foundation and plinth ,consolidating each deposited layer by ramming and watering and than desposing of all surplus excavated soil with in all lead and lifts , complete inall respects and as directed by The Engineer -Incharge.

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

Providing form work with steel plates 3.15 mm thick with angle iron in frame 30*30* 5 mm so as give a rough finished including centring ,shuttring , strutting and proping etc. height or proping etc. height or proping and centring below supporting floor to celling not exceeding 4 mtrs and removal of the same for insitureinforced concrete and plain concrete work in ,including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Vertical surface such as walls (any thickness) partition and the like I/c attached pillasters,buttresses, plinth and string sourses and the like.

Providing and laying cement concrete 1:5:10( 1 cement 5 sand 10 graded stone aggregate 40 mm nominal size ) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plums shall usaually be 150mm. to 300 mm. As per HPPWD specification including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Stone filling behind the retaining wall, incluidng all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing PVC Pipe 80 mm dia from P or S trap to soak pit & weep hole in soak pit site including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.