Public Works Department Tender

Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Earth work in excavation for structures by manual means in all depths as per drawing and technical specification clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal in all lead and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable material. All work of rock cutting by blasting shall be carried out by taking all necessary precautins against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. roack shall be excavated with chiseling and wedging out of rock (where blasting is prohibited) as directed by the Engineer-in-charge, all useful mateial such as stones, shigles, aggregates and slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly by him in all cesess.

P/L cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and R/wall etc. including carriage with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.