Providing LWSS from Panjog Nallah to village Dhanain Shilru Dhanni, Sandhividhar in G.P. Dhalli Tehsil and Distrct Shimla HP (SH-C/O RCC intake tank at Dhanain Nallah, Sump Well 122000 ltrs. cap. dome slab near pump house, fiter bed 153000 ltrs. cap.

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth upto a lead of 20 metres as directed within all leads and lifts.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. lift upto 50 mtrs. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then consolidating each disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts of 20 mtrs.complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed.complete in all respect and to the entire satisfaction of the Engineer-in-charge.in pick & jumper work 50% each.

Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts :-a) Foundation and plinth within all leads and lifts.

Prov. and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts :-a) Foundation and plinth.within all leads and lifts.

Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agg.40mm nominal size) and curing complete excluding cost of centring and shuttering in: a) Foundation and plinth.within all leads and lifts.

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size)with 15% plum concrete and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and as per the direction of the Engineer-in-charge.