Restoration of rain damages to LWSS Churad Chamukha and Samoun in Tehsil Sundernagar Distt. Mandi H.P.

Excavation in foundation and trenches etc. (for 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 timbering and dressing where ever required including restoration of un-metalled /metalled/paved 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.

Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in-situ reinforced concretre and plain concrete work in all leads and lifts in :- Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in retaining wall/ breast wall complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-charge.

Laying, jointing and testing of GMS tube (screwed and socked) in trenches of following diameter light grade including providing and fixing tube fittings such as bends, tees, air valves, unions and collars etc. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). 15 mm dia.