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| 1 | 33KV HT LINE |
| 2 | Steel Tubular Poles (16 m, Working Load > 340 kg) |
| 3 | Muffs with concerete filling |
| 4 | Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No. |
| 5 | X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.] |
| 6 | X-Arm (Horizontal) - MS Channel Iron: (100x50x6 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.] |
| 7 | Disc insulator String (Strain) sets: 3 No. Discs in each string: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (Single Circuit: 3 No. conductors) x (2 No. sides) /Dead Structures |
| 8 | 33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double pole structure |
| 9 | Stay / Guy Arrangement |
| 10 | Stay set complete in all respect (2 No./Run Thro & 4 No. / Dead End) |
| 11 | Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set) |
| 12 | Earthing |
| 13 | HT Earthing set complete |
| 14 | Earth wire (GI, 6 SWG) {Includes Single wire length and Additional 1% (Sag and wastage)}@ 150 kg/km |
| 15 | Eye Hook for earth wire |
| 16 | Earth Reel |
| 17 | MS Channel Iron: 75x40x6, Length :3300 mm |
| 18 | Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro\" structure: 8 No] |
| 19 | Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro\" structure: 4 No] |
| 20 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm Φ or more(with flat and spring washers)] |
| 21 | Barbed wire |
| 22 | Danger Plate (203X200X1.6mm) |
| 23 | Red Oxide |
| 24 | Aluminium Paint |
| 25 | PG clamps |
| 26 | TransportationCharges except civil work |
| 27 | Erection Charges of Steel Tubular Four Pole Structure |
| 28 | Erection Charges of Stay Set |
| 29 | Stringging & Sagging of GI Wire . |
| 30 | Stringging & Sagging of conductor 150 mm2 . |
| 31 | Dismantling Charges of PCC Tubular Double Pole Structure |
| 32 | Dismantaling Charge for 1Km Line per conductor (150mm2) |
| 33 | Civil Work |
| 34 | 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. |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 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. 1:2:4 (1 Cement : 2 coarse sand: 4graded stone aggregate 40 mm nominal size) |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 38 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 39 | 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. |
| 40 | 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. |
