Estimate for providing L.T. extension to left out houses from various Sub-Stations in (E) Section Kunnu and Padwahan under ESD, HPSEBL, Padhar.

"Erection Part LT":- Mannual Carriage of 0.765KM 1-Phase LT line material on steel tubular pole from road head to site of work considering average lead 0.5 Km. (0.765x0.5=0.38 Km ) Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Mannual Carriage of 0.240KM 1-Phase LT line material on steel tubular pole from road head to site of work considering average lead 1 Km. (0.24x1=0.24Km ) Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Erection of Steel Tubular Pole L.T.:- Digging of Pit , Drilling of holes in Pole X-Arm , Erection of Pole , Erection of X-Arm , Shackle Insulator,Painting of Pole and Filling of Pit and Ramming Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Erection of L.T.Stay Set.:- Digging of Pit , Fixing of Stay road ,Nozzeling & tightening Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Sagging of Conductor (50 mm²) for 1 Ph L.T.Line :- Laying of Conductor , Stringing and Sagging and Binding with Insulator Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Sagging of G.I.Wire (8 SWG):- Laying of G.I.Wire,Stringing and Sagging and Binding with Insulator Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Erection of Earthing Set.: - Digging of Pit , Fixing of GI wire to earth system & filling of pit Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Add. Loading , unloading & Transportation charges of material

Material Part LT:- Providing RCC Pipe (Muff) ISI marked suitable for different size of Steel Poles 2000 mm in length and 25 mm thick with 250 mm internal dia duly fabricated by using un-galvanised M.S Wire of 12 SWG Rings and 6 mm M.S Round in vertical directon conforming to IS 458-1988 or latest version if any including filling of cavity between Pre-cast muff and Pole 9 Mtrs. long with cement conc 1:2: 4 ( 1 cement :2 sand 4 graded stone aggregate of 20 mm nominal size) with its all associate material including all type off carriage with in all type lead and other incidental risk etc. Independent piers Coloumn and Pliiars upto floor to level .

Providing D - Shackle Assembly,D-Iron made of 50X 6mm M.S.Flat suitable for 3" X 3.5" Shackle insulator having three holes, One in each side suitable for use with 16 mm bolt.D-Iron to be painted with superior quality Black Japan paint.The size of D-Iron will be 125X75mm .The weight of D-Iron should not be less than 750 grams,Shackle insulator size of 3" X3.50" and Nut & bolt size of 12 mm X 125 mm, to fix the shackle insulator on D-iron. and Shackle Insulator (16 KN) Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.