tender for prov.steel tubular poles (9 m, working load > 200 kgf/m²) (provided by hpsebl) , providing muffs with concerete filling , providing aaac 7/3.15mm² conductor (50mm²) {includes cutting and wastage} , cross arm: [channel iron (100x50x6 mm), length: 1270 mm i/c tolerance of 100 mm either side) x 8 structure , angle iron (50x50x6 mm), length: 750 mm x 2 no. x 8 structures , pole top bracket [msci:100x50x6 mm- 100 mm] , 11 kv pin insulators (porcelain, 12 kv, 10 kn): 3 no per pole structure , stay set complete in all respect (i/c stay clamp) , stay wire (7/3.15 mm) (7.0 kg per stay set) , ht earthing set complete , single continous earth wire (gi, 8 swg) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and additional 3% (sag, earthing, cross lacing above road and wastage)} @ 0.102 kg/m , half clamps: [on double pole dead end structure: 4 no; on run thro structure: 2 no ] , full clamps: [on double pole dead end structure: 4 no, single pole run thro structure: 2 no] , danger plate (250x200x1.6 mm) , nuts and bolts of various sizes (galvanised / coated) [preferably 16 mm f or more (with flat and spring washers)] , aluminium paint , providing erection charges of s.t pole 9 mtr long , providing erection charges of aaac 7/3.15 mm sq cond. new , providing erection charges re-sagging of aaac 7/3.15 mm sq , providing erection charges of ht stay set , providing erection charges of ht earthing set , providing transportation charges quantities are mentioned above are tentative and actual quantity shall be worked out after check survey to be carried out by the successful tender and detailed engineering and finalization of tower location chart. payment shall be made as per approved bill of material/actual quantities measured at site. amount of serviceable ,dismented material will be recoverd from the bill of contrector as current market rates.