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| 1 | 11 KV HT Line |
| 2 | 11 kV AB Cable [Size: (3x70+95 mm²){additional 1% sagging & wastage) |
| 3 | Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 4 | Prov. Muffs with concerete filling |
| 5 | Prov. X-Arm: [Channel Iron (75x40x6 mm), Length : (2340 mm X 4 Nos] for supporting DO fuse unit & GO switch |
| 6 | Prov. GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm |
| 7 | Prov. Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side) |
| 8 | Prov. Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures |
| 9 | Prov. Pole Top Bracket [MSCI:100x50x6 mm- 100 mm] |
| 10 | 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) |
| 11 | Prov. X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length: 2340 mm x 2 No.] Δ Formation |
| 12 | Prov. Pin Insulator with GI Pin |
| 13 | Prov. Disc Insulator Set cleave & Tounge halicaly formed fitting |
| 14 | Prov. GO AB Switch Unit (11kV, 400A,)O/D type |
| 15 | Prov. D.O Fuse Unit |
| 16 | Prov.Stay set complete HT i/c Egg |
| 17 | Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL) |
| 18 | Prov. HT Earthing set complete |
| 19 | Prov. GI Wire 8 SWG. (Prov. By HPSEBL) |
| 20 | Prov. Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro\" structure: 2 No ] |
| 21 | Prov. Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro\" structure: 2 No] |
| 22 | Prov. Danger Plate (250X200X1.6 mm) |
| 23 | Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 24 | Prov. Barbed Wire |
| 25 | Prov. Aluminium Paint |
| 26 | MS Angle Iron: 50x50x6, Length : 2800 mm for Road crossing |
| 27 | Erection of 9 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. |
| 28 | Erection of 9 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. |
| 29 | Erection of Stay set HT i.e. digging of pit, fixing of stay road, filling of pit, nozzeling & tightning. |
| 30 | Erection of HT Earthing set complete |
| 31 | Erection of G.O. switch 400 Amp. Comp. |
| 32 | Fixing of jumper |
| 33 | Sagging of AB Cable3 x 70+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 (0.200Km) |
| 36 | 63 KVA Trsanformer |
| 37 | Prov. Distribution Transformer (Ordinary), 11/0.4 kV,63 KVA |
| 38 | Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 39 | Prov. Muffs with concerete filling |
| 40 | Prov. X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incomer line |
| 41 | Prov. MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA\"s |
| 42 | Prov. X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch |
| 43 | Prov. Transformer Bed, Belting & Knee Bracing |
| 44 | Prov. X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for Transformer Bed |
| 45 | Prov. X-Arm [Channel Iron (100x50x6 mm), Length : (460mm) x 2 Nos for supporting Main Channel of Transformer] |
| 46 | Prov. MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 47 | Prov. MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos |
| 48 | Prov. MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing |
| 49 | Prov. Transformer LT Distribution Box and GO Switch fixing Assembly |
| 50 | Prov. MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 51 | Prov. MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos |
| 52 | Prov. GO Switch Handle Supporting: [Channel Iron (75x40x6 mm), Length : 460 mm |
| 53 | Prov. GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type |
| 54 | Prov. D.O Fuse Unit |
| 55 | Prov. Lighting Arrester, 9 kV Station Class(Porcelain Type) |
| 56 | Prov. Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) |
| 57 | Prov. Stay set complete |
| 58 | Prov. Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) (Prov. By HPSEBL) |
| 59 | Prov. Pipe Earthing Set |
| 60 | Prov. LT Distribution Panel Box WithMCCB 100 amp 3P 35kA , ICS =100 % ICU, Kit-Kit 200 Amp |
| 61 | Prov. Half Clamp (M.S. Flat 50X6 mm) |
| 62 | Prov. Full Clamps (M.S. Flat 50X6 mm) |
| 63 | Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 64 | Prov. Aluminium Thimble |
| 65 | Prov. Aluminium Thimble |
| 66 | Prov. Danger Plate |
| 67 | Prov. Barbed Wire |
| 68 | Prov. LT Cable (3.5 Core) 95 mm² |
| 69 | Prov. Energy Meter 3-ɸ, 4 wire CT operated Static Tri-Vector meter with Box(CT-100-200/5A) (Prov. By HPSEBL) |
| 70 | Prov. Aluminum Paint. |
| 71 | Prov. Prov. 6/1/3.35, 50mm² |
| 72 | Prov. Transformer structure Chain Link fencing , Angle Iron ,Gate etc & Protection plinth (Civil Work as per HPSR) . |
| 73 | Erection of 63 KVA S/Stn. i.e. digging of pit for pole & earthing two No. poles & 3 Nos. for earthdrilling of holes in X-arms, preparation of plateform str. Members C.I., A.L. i.e. X-arms & K.B. set, errection of D/P, concreating of RCC muff errection of plateform, errection of X-arms, D.O., L.A., MCCB, Switch LT box, energy meter, errection of transformer, earthing connection to G.O. switch, Transformer L.A. etc., errection of stay set, jumper, pipe earthing 3 Nos set, L.T. cable, barbed wire and painting complete in all respect. |
| 74 | Prov. Transportation charges & Mannual carriage of 63 KVA pole mounted distribution S/Stn. |
| 75 | Prov. Poles for strengthening of existing Spur |
| 76 | Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 77 | Prov. Muffs with concerete filling |
| 78 | Prov. Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side) |
| 79 | Prov. Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures |
| 80 | Prov. Pole Top Bracket [MSCI:100x50x6 mm- 100 mm] |
| 81 | Prov. Pin Insulator with GI Pin |
| 82 | Prov. Stay set complete HT i/c Egg |
| 83 | Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL) |
| 84 | Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 85 | Prov. Aluminum Paint. |
| 86 | Erection of 9 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. |
| 87 | Erection of Stay set HT i.e. digging of pit, fixing of stay road, filling of pit, nozzeling & tightning. |
| 88 | Mannual carriage of material 1 KM HT line considering average distance from road to site of work (0.050Km) |
| 89 | 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. |