Tender for Supply of material, design, erection, testing, commissioning for S.O.P to New Girls Hostel at NIFT Chebb Under Electrical Sub-DivisionNo-1 HPSEBLKangra under ED HPSEBL Kangra (SEOP-31/2024-25)-11/0.4 kV 400KVADistribution Sub-Station 2 Prov.Distribution Transformer (Ordinary) ,11/0.4 kV 400 KVA, 3 Prov.Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 4 Prov.Muffs with concerete fillingPROIDED BY HPSEBL 5 Prov.X-Arm: [Channel Iron (100x50x5 mm), Length : 2800 mm X 2 Nos] for incomer line 6 Prov.MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LAs 7 Prov.X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch 8 CT-PT Unit Belting & Knee Bracing 9 X-Arm:[Channel Iron (100x50x5 mm), Length : 2800 mm X 2 Nos]for CT-PT Unit 10 X-Arm [Channel Iron (100x50x5 mm), Length : (460mm) x 2 Nos for supporting Main Channel of CT-PT Unit] 11 MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos 12 MS Angle Iron (35X35x6 mm), Length : (460 ) x 2 Nos 13 MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing 14 Prov. CT-PT Combined Unit 11 KV 100/5 Amp 15 Prov.Energy Meter 11 KV HT -/5 Amps 16 PVC Multistrand 4 mm² copper wire with Φ-1 inch GI pipe for concealing 17 Transformer LT Distribution Box and GO Switch fixing Assembly 18 MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos 19 MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos 20 GO Switch Handle Supporting: [Channel Iron (75x40x6 mm), Length : 460 mm 21 GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type PROIDED BY HPSEBL 22 D.O Fuse Unit 23 Surge Arrester, 9 kV Station Class(Porcelain Type) 24 Prov Disc insulator ,1 No Disc (12 kV, 90 kN) including Dead End Clamps etc. 25 Stay set completePROIDED BY HPSEBL 26 Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)PROIDED BY HPSEBL 27 Pipe Earthing Set 28 LT Distribution Panel Box With MCCB(630A, 50KA,4P, 1No) & MCCB (250A, 36KA,4P, 3No) 29 Half Clamp (M.S. Flat 50X6 mm) 30 Full Clamps (M.S. Flat 50X6 mm) 31 Nuts and Bolts of Various Sizes(with flat and spring washers)] 32 Aluminium Thimble 33 Copper Thimble 34 Danger Plate 35 Barbed Wire 36 LT Cable (3.5 Core) 400 mm² PROIDED BY HPSEBL 37 Aluminium Paint. 38 Commpressor 4440FIX with all Fitting Gas 39 HP all in one 27,13th generation intel core i3 -1315U 27 inch (68.6cm ) FHD, UPS 3 sided micro edge 8 GB DDR4 512GB SSD wireless Keyboard and Mouse 40 Prov.AAAC 7/3.15mm² Conductor for Earthing 41 Erection charges complete in all respect 42 Transportation charges complete in all respect 43 11 KV H.T Line 44 Prov AAAC 7/3.81mm² Conductor (50mm²) {Includes Cutting and wastage} 45 Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 46 Prov Muffs with concerete filling PROIDED BY HPSEBL 47 Prov.X-Arm: [Channel Iron (100x50x5 mm), Length : 1500 mm X 4 Nos] 48 Prov.M.S A.I X-Arm (1800x50x50x5 mm),Long For Single Pole 49 Prov M.S A.I X-Arm (50x50x5 mm), Length (2x750) mm Long For Single Pole 50 Prov M.S A.I X-Arm (50x50x5 mm),Length (2x600) mm Long For Single Pole 51 Prov 11 kV Pin Insulators (Porcelain, 12 kV, 10 KN) 52 Prov Disc insulator ,1 No Disc (12 kV, 90 kN) including Dead End Clamps etc. 53 Prov Stay set complete in all respect PROIDED BY HPSEBL 54 Prov Stay Wire (7/3.15 mm) (10.0 kg Per Stay Set)PROIDED BY HPSEBL 55 Prov HT Earthing set complete 56 Prov Double Continous Earth wire (GI, 8 SWG) @ 0.102 kg/m 57 Prov Danger Plate (250X200X1.6 mm) 58 Prov Nuts and Bolts of Various Sizeswith flat and spring washers 59 Prov Barbed Wire 60 ProvAluminium Paint 61 Prov Full Pole Clamps (M.S. Flat 50X6 mm) 62 Erection charges complete in all respect 63 Transportation charges complete in all respect 64 PLINTH & CHAIN LINK FENCING 65 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 66 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) 67 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 68 Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete in plinth and foundation 69 Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. 70 Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 71 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 72 Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. 73 Painting (two coats) excluding priming coat onnew steel and steel based surface after and i/c preparing the surface by thoroughly cleaning, oil, grease, deit and other foreign matter sand papering and stopping with ready mixed paint other than white 74 P/F oxidised M.S. sliding door bolt anodized colour & shade with bolts & nuts screws etc. complete (250*16mm) 75 P/F oxidised M.S. handle with necessary screws etc. complete (125mm) 76 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.
