Providing Sewerage Scheme to Nurpur Town in Tehsil Nurpur Distt. Kangra ( HP)

Re-survey , re-design and re-alignment of the whole sewer network proposed to be laid for this sewerage scheme as per actual ground conditions complete in all respects within all leads and lifts as directed by engineer in charge.

Excavation in foundations, trenches for ( pipes and man holes) upto all depths and in all classification of earth work such as; pick work, jumper work, blasting work and chiselling soft/hard rock where blasting is prohibited, cuttings of mettalled bitumenous roads including saturated soil/bailing or pumping out water in all lifts including trimming and dressing of sides, levelling of beds to correct grade including soring, strutting, planking, timbering and dewatering where-ever required stacking the useable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the useable soil deposited in 15cm.(Fifteen Centimeters) layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-serviceable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition, diversion of traffic, night signals, fixing caution Boards, crossings over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per the directions of the Engineer-in-Charge.

Demolition below ground level up to 1.50 mtrs. Depth including stacking of serviceable material within 20 meters lead including cutting the necessary reinforcement and separating from RCC work complete in all respects as per satisfaction of engineer in charge.

Carriage and disposal unserviceable material upto 3.00 Kilometre lead by mechanical transport as per the satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement : 4 Sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:- foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge.

Providing and laying cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:- foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge.

In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

In Lintels, beams girders bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.