Details: part mannual carriage of below mentioned material from road head to site of work average lead = 2.5 km average lead = 2.5 km acsr conductor 6/1/3.35 mm steel tublar poles 8 mtr. long with stay set complete i/c stay wire lt line of steel tublar p0les single pole structure 8 mtr long digging of pit drilling of hole in poles fixing of insulator of pole filling of pit +ramming providing paint & painting one priming coat with ready mixed priming paint brushing red lead/zinc oxide chrome painting two coats with alluminium paint of superior quality i/c all type of lead and lift and other incidentals complete in all respect on lt( single steel tubular pole) and fittings. concreting of rcc with cement concrete 1:3:6 (1 cement:3 sand : 6 aggregate 20 mm nomial size) curing complete & placing of templets etc. complete job as per standard specification of hpsebl as per direction of site engineer. straightening of lt tilted pole single pole 8 mtr long 1km single acsr/aaac 50mm2 layi
Sector: Distribution