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| 1 | 400 KVA, 11/0.4 kV Distribution 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 filling |
| 5 | Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incomer line |
| 6 | Prov.MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA\"s |
| 7 | Prov.X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch |
| 8 | Transformer GO Switch fixing Assembly |
| 9 | GO Switch Handle Supporting: [Channel Iron (75x40x6 mm), Length : 460 mm - Provided by HPSEBL |
| 10 | GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type |
| 11 | D.O Fuse Unit |
| 12 | Surge Arrester, 9 kV Station Class(Porcelain Type) |
| 13 | Discs insulator sets (comprising 1No.Disc(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) |
| 14 | Stay set complete - Provided by HPSEBL |
| 15 | Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)- Provided by HPSEBL |
| 16 | Pipe Earthing Set |
| 17 | LT Distribution Panel Box comprising with incoming ACB of 1000A,50KA 4P,1No & 3 Nos. 400 Amp. MCCB , out going feederwith Aluminum Busbar digital volt meter and Amp Meter. |
| 18 | Half Clamp (M.S. Flat 50X6 mm) |
| 19 | Full Clamps (M.S. Flat 50X6 mm) |
| 20 | Nuts and Bolts of Various Sizes(with flat and spring washers)] |
| 21 | Aluminium Thimble |
| 22 | Aluminium Thimble |
| 23 | Danger Plate |
| 24 | Barbed Wire |
| 25 | LTCable (3.5/C 400 mm² ) |
| 26 | Energy Meter (3-Phase, 4-Wire) DLMS compliant 500-600/5 A CT Type for 400KVA Tfr |
| 27 | Aluminium Paint. |
| 28 | Prov.AAAC 7/3.15mm² Conductor for Earthing |
| 29 | CT-PT Unit Belting & Knee Bracing |
| 30 | X-Arm:[Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos]for CT-PT Unit |
| 31 | X-Arm [Channel Iron (100x50x6 mm), Length : (460mm) x 2 Nos for supporting Main Channel of CT-PT Unit] |
| 32 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 33 | MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos |
| 34 | MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing |
| 35 | Prov. CT-PT Combined Unit 11 KV 25/5 Amp |
| 36 | Prov.Energy Meter 11 KV HT -/5 Amps |
| 37 | PVC Multistrand 4 mm² copper wire with F-1 inch GI pipe for concealing |
| 38 | Erection charges complete in all respect |
| 39 | Transportation charges complete in all respect |
| 40 | 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. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) |
| 42 | 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. |
| 43 | 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 |
| 44 | Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. |
| 45 | Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 46 | 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 |
| 47 | 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. |
| 48 | 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 |
| 49 | P/F oxidised M.S. sliding door bolt anodized colour & shade with bolts & nuts screws etc. complete (250*16mm) |
| 50 | P/F oxidised M.S. handle with necessary screws etc. complete (125mm) |
| 51 | 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. |
