Tender for Supply of equipment/material, design, erection, testing & commissioning for SOP to Shifting of 11kv HT Line on 11kv Jawali Feeder & Shifting of 3-Ph. LT line from existing 250 kva s/stn Bhanei in the complex of Shaheed Surinder singh Govt. ITI Bhanei Jawali in (E) Sec. Jawali UESD Jawali. (TS No.55/2024-25-11 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.
