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| 1 | Supply Part |
| 2 | Shifting of 400KVA |
| 3 | Prov. Disc Insulator Sets (comprising 1 No Disc: Porcelain, BS, 12KV, 90 KN) including Dead End Clamps etc |
| 4 | Prov. Stay Set Complete |
| 5 | Prov. Stay Wire (7/3.15 mm) (7.0 kg per stay set) |
| 6 | Prov. Pipe Earthing Set |
| 7 | 6 SWG GI wire for earthing |
| 8 | Prov. Half Clamp (M.S. Flat 50×6 mm) |
| 9 | Prov. Full Clamp (M.S. Flat 50×6 mm) |
| 10 | Prov. Nuts & Bolts of various sizes (Galvanised / Coated) Preferably 16 mm ø or more (with flat and spring washers) |
| 11 | Prov. Aluminium Thimble 300sq mm |
| 12 | Prov. Copper Thimble |
| 13 | Prov. Danger Plate |
| 14 | Prov. Barbed Wire |
| 15 | Prov. LT Cable (3.5 Core 35 mm²) |
| 16 | Prov. Aluminium Paint |
| 17 | Red Oxide |
| 18 | Shifting LT Line of 400KVA DTR |
| 19 | AAAC 7/3.15 (50mm²) (includes 3 conductor lengths for 3ɸ and additional 1% sag, jumpering & wastage) |
| 20 | Shackle Insulator (16 kN) |
| 21 | D-Iron (U-Clamps) with nut and bolts |
| 22 | Earth Knob |
| 23 | LT Stay Set (i/c Stay Clamp) |
| 24 | Stay Wire (7/3.15mm²) (6.0 kg Per Stay Set) |
| 25 | Earth Wire (G.I. 8 SWG) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and Additional 3%} for 3% sag, wastage & cross lacing @ 0.102 kg/m |
| 26 | Nuts and Bolts of various sizes (Galvanised / Coated) |
| 27 | Shifting of 630KVA |
| 28 | Prov. Disc Insulator Sets (comprising 1 No Disc: Porcelain, BS, 12KV, 90 KN) including Dead End Clamps etc |
| 29 | Prov. Stay Set Complete |
| 30 | Prov. Stay Wire (7/3.15 mm) (7.0 kg per stay set) |
| 31 | Prov. Pipe Earthing Set |
| 32 | 6 SWG GI wire for earthing |
| 33 | Prov. LT Distribution Panel Box 630 kva Dtr (ACB 1000Amp.) |
| 34 | Prov. Half Clamp (M.S. Flat 50×6 mm) |
| 35 | Prov. Full Clamp (M.S. Flat 50×6 mm) |
| 36 | Prov. Nuts & Bolts of various sizes (Galvanised / Coated) Preferably 16 mm ø or more (with flat and spring washers) |
| 37 | Prov. Aluminium Thimble 300sq mm |
| 38 | Prov. Copper Thimble |
| 39 | Prov. Danger Plate |
| 40 | Prov. Barbed Wire |
| 41 | Prov. LT Cable (3.5 Core 35 mm²) 400mm2 |
| 42 | Prov. a)Aluminium Paint |
| 43 | b) Red Oxide |
| 44 | Shifting of 630KVA HT Line |
| 45 | AAAC 7/3.81 (80mm² (includes 3 conductor lengths for 3Ø and additional 1% sag, jumpering and wastage) |
| 46 | Steel Tubular Poles (11 m, Working Load ˃ 227 kgf/m²) |
| 47 | Muffs with concerete filling |
| 48 | Run Thro Structures (Δ Formation): on Single Pole Structures (Adopt Eight (8) No. Run-through Structures per Km) |
| 49 | Cross Arm: Channel Iron (100×50×6 mm), Length (1270) mm i/c tolerance of 100 mm either side) × 8 structure |
| 50 | 11kV Pin Insulators (Porcelain, 12 kV, 10 KN) 3 No. per pole str. |
| 51 | Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side) |
| 52 | Discs Insulator Sets on Dead End Stuctures comprising 1 No. Disc: ^^ (Porcelain, BS, 12kV, 90 KN) including Dead End Clamps etc × (3 No. conductors) × (2 No. sides) |
| 53 | 11kV Pin Insulators (Porcelain, 12 kV, 10 KN) 3 No. per double pole str. |
| 54 | HT Stay / Guy Arrangrment |
| 55 | Stay set complete in all respect (1 No. / Single Pole, 4 No. / Double Pole Structures) |
| 56 | Stay Wire (7/3.15 mm) (10.0 Kg Per Stay Set) |
| 57 | Earthing |
| 58 | Single Continous Earth Wire (G.I. 8 SWG) (alongwith 2 wire lengths for avg. one road crossing @ 20 m and additional 1% (sag & wastage) @ 0.102 kg/m |
| 59 | Eye Hook for Earth Wire |
| 60 | MS Angle Iron: 50×50×6, Length: 2800 mm for Road Crossing |
| 61 | Half Clamps: [On Double Pole Dead End Structure: 4 No. on Run Thro' 2 No.]] |
| 62 | Full Clamps: [On Double Pole Dead End Structure: 4 No. Single Pole Run Thro' 2 No.] |
| 63 | Danger Plate (250×200×1.6mm) |
| 64 | Nuts and Bolts of various sizes (Galvanised/Coated) 16 mm |
| 65 | Barbed Wire |
| 66 | Red Oxide |
| 67 | Aluminium Paint |
| 68 | G.O. Switch Handle Supporting: [Channel Iron (75×40×4.8 mm), Length : 460 mm |
| 69 | G.O. AB Switch Unit (11kV, 400A, 25KA) Tripple Pole O/D Type |
| 70 | D.O. Fuse Unit |
| 71 | Strengthening of 11 kV line by construction of Tower based structure of 11/0.4 kV 25 KVA No. 1,2,3 & 4 |
| 72 | Prov. ACSR/AAAC 7/3.81(80mm² (includes 3 conductor lengths for 3Ø and additional 1% sag, jumpering and wastage) |
| 73 | Multi circuit Tower (MA Type) |
| 74 | Nuts and Bolts |
| 75 | Packing Washer |
| 76 | Multi circuit Tower (MB Type) |
| 77 | Nuts and Bolts |
| 78 | Packing Washer |
| 79 | Disc insulator String (Suspension) sets: 3 No. Discs in each string with allied fitting |
| 80 | HT Earthing set complete (As per IS 3043) |
| 81 | Earth wire (GI, 6 SWG) {Includes 1 wire lengths and Additional 3% (Sag wastage and for connecting with earth coil))}@ 150 kg/km |
| 82 | Erection Charges |
| 83 | Errection for shifting of 400KVA Transformer |
| 84 | Errection for shifting of LT Line |
| 85 | Errection for shifting of 630KVA Transformer |
| 86 | Errection for shifting of HT Line |
| 87 | Erection Charges for (MA type Tower) |
| 88 | Erection Charges for (MB type Tower) |
| 89 | Civil works |
| 90 | Civil works for Transformer Bed 400KVA |
| 91 | Civil works for Transformer Bed 630KVA |
| 92 | Chain Link Fencing for 400KVA, 630KVA |
| 93 | construction of plinth for restoration of 11/0.4 kv ,25kva no.I,II |
| 94 | 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 |
| 95 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominalsize) |
| 96 | Centering and shuttering including strutting , propping etc. and removal of form for: foundation ,footings , base of column |
| 97 | Providing and fixing mild steel /tor steel complete in all respect |
| 98 | construction of plinth for restoration of 11/0.4 kv ,25kva no.III, IV |
| 99 | 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 |
| 100 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominalsize) |
| 101 | Centering and shuttering including strutting , propping etc. and removal of form for: foundation ,footings , base of column |
| 102 | Providing and fixing mild steel /tor steel complete in all respect |
| 103 | Transportation Please Enable Macros to View BoQ information |
