PDNA Works under LWSS Sansarpur Terrace in Tehsil Jaswan Distt. Kangra (HP )

Excavation in foundations and trenches(for pipes and pits in all depths etc.) in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original conditions including soring, strutting, timbering and dewatering , where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in-charge. Pick Jumper Work

Laying, jointing and testing in trenches (To level or grade) fully flanged G.I pipes of below mentioned dia, wall thickness & grade conforming to IS:1239 (Part-1)1979 (Latest upto date amendments) suitable to with stand required hydraulic test pressure including commissioning and cost of all fittings in all respects in Rising Main. The laying of pipe will include all operations such as cutting, welding, jointing, including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials in all leads and lifts as per direction of Engineer - in Charge.Pipes will be measured for straight lengths only. (Earth work in trenches will be measured and paid for separately). a) 65mm dia

Providing circumfernital butt welded joints by electric arc welding of following dia GI pipe medium/ heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conferming to IS 819-1969 specification by using welding electrodes conforming to IS 814-1991, at site of work complete in all respect . a) 65mm dia

Carriage of Generator set with welding set to various RDs as per direction and to the entire satisfaction of the Engineer-in-charge within all leads and lifts.