Tender for Supply of equipment/material, design, erection, testing & commissioning SOP to Civil Hospital Jawali by providing 11/0.4KV, 100 KVA Sub Station a/w CT-PT Combined Unit, 11KV HT Line & 3-Ph LT Line & new LT Cable (3.5 Core, Armour) 240 mm² by replacing old/existing cable in Electrical Section Jawali UESD Jawali. (TS No.02/2025-26).-1.00 11 KV HT Line 1.01 Prov. ACSR (6/1/2.59, 30 mm²) { Neutral conductor including 1% (Sag, Jumpering and wastage} 1.02 Prov. Steel Tubular Poles (10 mtr, Working Load > 300 kgf/m²) 1.03 Prov. Muffs with concerete filling 1.04 X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch 1.05 GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm 1.06 Cross Arm: [Channel Iron (100x50x6 mm), Length:1270 mm i/c tolerance of 100 mm either side) x 1 Structure 1.07 Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x Single structure 1.08 Pole Top Bracket [MSCI:100x50x6 mm- 100 mm] 1.09 Prov. Pin Insulator with GI Pin 1.10 Prov. Disc Insulator Set cleave & Tounge halicaly formed fitting 1.11 Prov. GO AB Switch Unit (11kV, 400A,) O/D type 1.12 Prov. D.O Fuse Unit 1.13 Prov.Stay set complete HT i/c Egg 1.14 Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL) 1.15 Prov. HT Earthing set complete 1.16 Prov. Eye Hook for earth wire 1.17 Prov. earth wire Clamp 1.18 Prov. GI Wire 8 SWG. (Prov. By HPSEBL) 1.19 Prov. Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro structure: 2 No ] (Prov. By HPSEBL) 1.20 Prov. Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro structure: 2 No] (Prov. By HPSEBL) 1.21 Prov. Danger Plate (250X200X1.6 mm) (Prov. By HPSEBL) 1.22 Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)] 1.23 Prov. Barbed Wire 1.24 Prov. Aluminium Paint 1.25 Erection of 10 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 + ramming complete in all respect. 1.26 Erection of Stay set HT i.e. digging of pit, fixing of stay road, filling of pit, nozzeling & tightning. 1.27 Erection of HT Earthing set complete 1.28 Erection of G.O. switch 400 Amp. Comp. 1.29 Sagging of conductor i.e. laying, stringing and sagging & binding with insulator (Single wire per KM). 1.30 Sagging of GI Wire i.e. laying, stringing and sagging & binding (Single wire per KM). 1.31 Mannual carriage of material 1 KM HT line considering average distance from road to site of work (0.060 Km) 2.00 100 KVA Trsanformer 2.01 Prov. Distribution Transformer (Ordinary), 11/0.4 kV, 100 KVA 2.02 Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 2.03 Prov. Muffs with concerete filling 2.04 Prov. X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incomer line 2.05 Prov. MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LAs 2.06 Prov. X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch 2.07 Prov. Transformer Bed, Belting & Knee Bracing 2.08 Prov. X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for Transformer Bed 2.09 Prov. X-Arm [Channel Iron (100x50x6 mm), Length : (460 mm) x 2 Nos for supporting Main Channel of Transformer] 2.10 Prov. MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos 2.11 Prov. MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos 2.12 Prov. MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing 2.13 Prov. Transformer LT Distribution Box and GO Switch fixing Assembly 2.14 Prov. MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos 2.15 Prov. MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos 2.16 Prov. GO Switch Handle Supporting: [Channel Iron (75x40x6 mm), Length : 460 mm 2.17 Prov. GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type 2.18 Prov. D.O Fuse Unit 2.19 Prov. Lighting Arrester, 9 kV Station Class (Porcelain Type) 2.20 Prov. Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) 2.21 Prov. Stay set complete 2.22 Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL) 2.23 Prov. Pipe Earthing Set 2.24 Prov. LT Distribution Panel Box With MCCB 40 amp 3P 35kA , ICS =100 % ICU, Kit-Kit 200 Amp for 100 KVA DTR 2.25 Prov. Half Clamp (M.S. Flat 50X6 mm) (Prov. By HPSEBL) 2.26 Prov. Full Clamps (M.S. Flat 50X6 mm) (Prov. By HPSEBL) 2.27 Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)] 2.28 Prov. Aluminium Thimble (Prov. By HPSEBL) 2.29 Prov. Copper Thimble (Prov. By HPSEBL) 2.30 Prov. Danger Plate (Prov. By HPSEBL) 2.31 Prov. Barbed Wire 2.32 Prov. LT Cable (3.5 Core) 95 mm² 2.33 Prov. Energy Meter 3-ɸ, 4 wire CT operated Static Tri-Vector meter with Box(CT-100-200/5A) 2.34 Prov. Aluminum Paint. 2.35 Prov. Red Oxide 2.36 Prov. 6/1/3.35, 50mm² 2.37 Prov. Transformer structure Chain Link fencing , Angle Iron ,Gate etc for transformer fencing (Civil Work as per HPSR) . 2.38 Erection of 250 KVA S/Stn. i.e. digging of pit for pole & earthing two No. poles & 3 Nos. for earth drilling 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. 2.39 Prov. Transportation charges of 1000 KVA pole mounted distribution S/Stn. 2.40 Prov. Manual Carriage of 100 KVA Pole Mounted Distribution Sub Stn. Average Distance 1 km from road to site of work (0.100 Km) 3.00 CT-PT Combined Unit 3.01 Prov. CT-PT Combined Unit [PT:11 kV/110 V) ; CT:10-400/5A] 3.02 Prov. 3-phase, 3/4-Wire CT-PT operated Static Trivector Meter (DLMSCompliant) 3.03 Prov. PVC Multistrand 4 mm² copper wire with Φ-1 inch GI pipe for concealing 3.04 Prov. X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm 3.05 Prov. X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos forsupporting Main Channel of CT-PT Unit] 3.06 Prov. MS Angle Iron (50X50x6 mm), Length : 2800 mm for CT-PT Unit Belting & Knee Bracing 3.07 Prov. MS Angle Iron (35X35x5 mm), Length : 460 mm for CT-PT Unit Belting & Knee Bracing 3.08 Prov. Half Clamp (M.S. Flat 50X6 mm) (Prov. By HPSEBL) 3.09 Prov. Full Clamps (M.S. Flat 50X6 mm) (Prov. By HPSEBL) 3.10 Prov. Aluminium Thimble (Prov. By HPSEBL) 3.11 Prov. Copper Thimble 200 Amp (Prov. By HPSEBL) 3.12 Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mmΦ or more (with flat and spring washers)] 3.13 Erection of CT PT Combined Unit Complete in all Respect 3.14 Mannual carriage considering average distance from road to site of work (0.050 Km) 4.00 3-Ph. LT Line 4.01 Prov. AAAC (7/3.15 50mm²) { Neutral conductor including 1% (Sag, Jumpering and wastage} 4.02 Prov. Steel Tubular Poles (8 m, Working Load > 180 kgf/m²) 4.03 Prov. RCC Muffs 4.04 Prov. C.I. X-Arm (75x40x6) i/c Clamp 4.05 Prov. Stay set L.T. i/c Egg & Clamp). 4.06 Prov. Stay Wire (7/3.15 m) (6.0 kg Per Stay Set) (Prov. By HPSEBL) 4.07 Prov, Full Clamps ( 1 No for Stay Set) 4.08 Prov. GI Wire (Prov. By HPSEBL) 4.09 Prov. D.I. iron (Prov. By HPSEBL) 4.10 Prov. Shackle Insulator. (Prov. By HPSEBL) 4.11 Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)] 4.12 Prov. Earthing Set 4.13 Prov. Aluminium Paint 4.14 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 4.15 Erection of L.T. stay set i.e. digging of pit, fixing of stay road, noseling & titening. 4.16 Erection of LT Earthing set complete 4.17 Sagging of Conductor i.e. laying, stringing and sagging & binding with insulator (Single wire per KM). 4.18 Sagging of GI WIre i.e. laying, stringing and sagging & binding with insulator (Single wire per KM). 4.19 Mannual carriage of material 1 KM LT line considering average distance from road to site of work (0.060 Km) 5.00 Prov.new LT Cable (3.5 Core, Armour) 240 mm² by replacing old/existing cable.
