Details: earthwork in excavation of foundation in hard soil or gravelly soil within in 50 m initial lead and 1.5 m initial lift including rough dressing breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth & making fit for foundation with all labour, t&p etc. complete as per the direction of the engineer in charge. filling foundation and plinth with good quality sand well watered and rammed with cost and conveyance of all materials,labour,t&p,cess including royalty, additional charges, emf, dmf etc. complete as per the direction by the engineer in charge. providing, and laying in trenches unplasticised 15mm dia pvc pipes conforming to astm-d- 1785/2004 (sch-80) of the following nominal bore and pipe fitting including testing , cost ,carriage etc, complete as per the direction of the engineer-in-charge. providing and fixing 15mm dia pvc pipe to wall or ceiling and floor , class conforming to astm-d- 1785/89 (sch-80) and pipe fittings of the following nominal bo
Sector: Irrigation