Restoration of Rain Damages to Water Supply Scheme for Mandi Town from Uhl river in Distt Mandi HP

Cutting in earth work and disposal of excavated earth work in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/hard rocks where blasting is prohibited in all leads and lifts.

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Centering and shuttering including strutting, propping etc. and removal of form for all heights: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts.

Providing and laying in retaining wall and breast wall 10.0 Kgf/cm² working pressure unplasticized PVC Pipes (Confirming to IS 4985- 1968) to make weep holes complete including making good the walls.110mm nominal bore

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window ills, fillets, sunken floor etc.. up to floor five level, excluding the cost of centering, shuttering and finishing 1:5:10 (1 cement : 5 coarse : sand) 10 graded stone aggregate 40 mm nominal size) in all leads and lifts.