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| 1 | 11 KV HT Line |
| 2 | 11 kV AB Cable [Size: (3x120+95 mm²){additional 1% sagging & wastage) (Prov. By HPSEBL) |
| 3 | Prov. Steel Tubular Poles (11m, Working Load > 300 kgf/m²) |
| 4 | Prov. Muffs with concerete filling |
| 5 | X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch |
| 6 | Cross Arm: [Channel Iron (100x50x6 mm), Length:1270 mm i/c tolerance of 100 mm either side) x 2 Structure |
| 7 | Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x2 structures |
| 8 | Pole Top Bracket [MSCI:100x50x6 mm- 100 mm] |
| 9 | Prov. & fabrication of Belt Set - MS Angle Iron: 50x50x6, Length :1800 mm & X-Bracing Set - MS Angle Iron: 50x50x6, Length: 2125 mm forDoub. Pole Str. i/c clamp (2 No. per set) |
| 10 | Prov. X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length: 2340 mm x 2 No.] Δ Formation |
| 11 | Prov. Pin Insulator with GI Pin |
| 12 | Prov. Disc Insulator Set cleave & Tounge halicaly formed fitting |
| 13 | Prov. GO AB Switch Unit (11kV, 400A,)O/D type |
| 14 | Prov. D.O Fuse Unit |
| 15 | Prov.Stay set complete HT i/c Egg |
| 16 | Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL) |
| 17 | Prov. HT Earthing set complete |
| 18 | Prov. Eye Hook for earth wire |
| 19 | Prov. earth wire |
| 20 | Prov. GI Wire 8 SWG. (Prov. By HPSEBL) |
| 21 | Prov. Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro\" structure: 2 No ] |
| 22 | Prov. Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro\" structure: 2 No] |
| 23 | Prov. Danger Plate (250X200X1.6 mm) |
| 24 | Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 25 | Prov. Barbed Wire |
| 26 | Prov. Aluminium Paint |
| 27 | MS Channel Iron: 75x40x6, Length : 2400 m for Road crossing |
| 28 | Erection of 11 Mtr. ST pole Single structure i.e. digging of pit, fixing of insulator, x-arms,K.B. set, Top clamp, barbed wire, danger plate, drilling of holes and filling of pit + rammingcomplete in all respect. |
| 29 | Erection of 11 Mtr. ST pole double structure i.e. digging of pit, fixing of insulator, x-arms,K.B. set, Top clamp, barbed wire, danger plate, drilling of holes and filling of pit + rammingcomplete in all respect. |
| 30 | Erection of Stay set HT i.e. digging of pit, fixing of stay road, filling of pit, nozzeling & tightning. |
| 31 | Erection of HT Earthing set complete |
| 32 | Erection of G.O. switch 400 Amp. Comp. |
| 33 | Sagging of HT AB Cable3 x 120+95 mm²i.e. laying, stringing and sagging & binding with insulator (Single wire per KM). |
| 34 | Sagging of GI Wire i.e. laying, stringing and sagging & binding(Single wire per KM). |
| 35 | Mannual carriage of material 1 KM HT line considering average distance from road to site of work (0.100Km) |
| 36 | Cutting of tree branches to clear ROW |
| 37 | 3-Ph LT Line |
| 38 | LT AB Cable [Size: (3x120+95 mm²){additional 1% sagging & wastage) |
| 39 | Prov. Steel Tubular Poles (8 m, Working Load > 180 kgf/m²) |
| 40 | Prov. RCC Muffs |
| 41 | Prov. C.I. X-Arm (75x40x6) i/c Clamp |
| 42 | Prov. Stay set L.T. i/c Egg & Clamp). |
| 43 | Prov. Stay Wire (7/3.15 m) (6.0 kg Per Stay Set) (Prov. By HPSEBL) |
| 44 | Prov, Full Clamps ( 1 No for Stay Set) |
| 45 | Prov. D.I. iron &Shackle Insulator assembly (Prov. By HPSEBL) |
| 46 | Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 47 | Prov. Aluminium Paint |
| 48 | Erection of ST pole 8 Mtr. long , digging of pit, errection of X-Arm, Shackle insulator, filling of pit , painting of pole & ramming with concerete filling of RCC Muff |
| 49 | Erection of L.T. stay set i.e. digging of pit, fixing of stay road, noseling & titening. |
| 50 | Sagging of LT AB Cable3 x 120+95 mm²i.e. laying, stringing and sagging & binding with insulator (Single wire per KM). |
| 51 | Mannual carriage of material 1 KM LT line considering average distance from road to site of work (0.080Km) |
| 52 | 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. |
