Details: conducting topographical survey and detail design in respect of level fro gravity flow and excavation for earthwork in all type of soil, soft rock, hard rock etc. as per the site condition for laying of pipe line and providing and installation of class sn8 double wall corrugated hdpe pipe outer wall corrugated and inner wall smooth piping system in accordance with is 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "o" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. the testing commissioning including necessary hydraulic test to the required pressure as per iss shall be done the contractor shall have to make his own arrangemen
Sector: Urban Authority