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| 1 | 630 KVA, 11/0.4 kV Distribution Sub-Station |
| 2 | Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 3 | Muffs with concerete filling |
| 4 | X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incommer line |
| 5 | MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA\"s |
| 6 | X-Arm: [Channel Iron (75x40x6 mm), Length : (2800mm) X 4 Nos] for supporting DO fuse unit & GO switch |
| 7 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 8 | MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos |
| 9 | GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm |
| 10 | GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type |
| 11 | D.O Fuse Unit |
| 12 | Stay set complete |
| 13 | Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) |
| 14 | Pipe Earthing Set |
| 15 | Half Clamp (M.S. Flat 50X6 mm) |
| 16 | Full Clamps (M.S. Flat 50X6 mm) |
| 17 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more(with flat and spring washers)] |
| 18 | Aluminium Thimble |
| 19 | Aluminium Thimble |
| 20 | Danger Plate |
| 21 | Barbed Wire |
| 22 | a)Aluminium Paint. |
| 23 | b)Red oxide |
| 24 | HP All in One 24,13th Gen Intel Core i5-1334U, (8GB DDR4,512GB SSD),Microsoft365* Office2024, Win 11 Home, 23.8inch(60.5cm) FHD,Three Sided Micro Edge,FHD Camera,5.27Kg, White, 24-cr0477in |
| 25 | HP Laserjet Pro MFP M126a, Print, Copy, Scan, Hi-Speed USB 2.0, Up to 21 ppm, 150-sheet Input Tray, 100-sheet Output Tray, 8000-page Duty Cycle, 700-page Yield, Black and White, CZ174A |
| 26 | Prov.AAAC 7/3.15mm² Conductor for Earthing |
| 27 | Prov LT AB Cable3X95+1X70sqmm |
| 28 | End Termination Kits 3X120mmsq |
| 29 | 11 kV XLPE Cable 120mmsq |
| 30 | LT PVC 3.5C X 500 mm² |
| 31 | Transportation charges for 630 KVA DTR |
| 32 | Etrection charges for 630 KVA DTR |
| 33 | Plinth & Chain link fencing for 630 KVA transformer |
| 34 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Ordinary rock |
| 35 | 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) |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 37 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. |
| 39 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 40 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 41 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 42 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 43 | Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 44 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 45 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm |
| 46 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 47 | 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. Amount of serviceable ,dismented material will be recoverd from the bill of contrector as current market rates. |