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| 1 | D+3 Tower materials 2 Nos |
| 2 | D Type Stubs & Cleats and Templates 2 Nos |
| 3 | Nuts & Bolts D- Type |
| 4 | Earthing Pipe (6X3) with G.I Flat 5mmx50mmx6mm with bolts, nuts and washers |
| 5 | Danger Plates |
| 6 | Phase plate (set of 3) |
| 7 | Number Plates |
| 8 | Barbed Wire for anti-climbing device |
| 9 | ACSR panther Conductor |
| 10 | Double Tension HW Fitting for ACSR panther |
| 11 | Midspan Compression Joints (Jointing sleece) For ACSR Panther |
| 12 | Single Tension HW Fitting for ACSR panther |
| 13 | Vibration Damper for ACSR panther |
| 14 | Repairing Sleevefor ACSR panther |
| 15 | PG Clamp for panther |
| 16 | OPGW, 24 Fibre (0.85727Kms + 5%) extra for jointing and sag |
| 17 | Dead end assembly |
| 18 | Joint Box (24 Fibre) |
| 19 | Tension Assembly (for joint box locations) |
| 20 | Down Lead Clamp assembly |
| 21 | Pass through assembly |
| 22 | Bracket loop |
| 23 | Vibration damper |
| 24 | 120KN (Semi Fog) Disc Insulator Please Enable Macros to View BoQ information |
| 25 | Check Survey |
| 26 | Detail Of Excavation Work For Tower Foundation Including Dewatering & Back Filling After Casting Work |
| 27 | i)Normal soil |
| 28 | ii)Soft rock |
| 29 | iii) Hard Rock |
| 30 | Detail Of Concrete Work For Tower Foundation - PCC & RCC In Prop 1:2:4 With Maximum Size Of Aggregate 38 MM - PCC TO 20 MM - RCC Respectively Including All Labour, Material And Transportation Except Cement. |
| 31 | i) PCC |
| 32 | ii) RCC |
| 33 | Detail Of Stub Setting Including Transportation |
| 34 | Earthing Of Tower Legs Including Supply Of Salt, Charcoal, Etc And Transpotation |
| 35 | Detail Of Retaining Wall With Maximum Size Of Boulder Of 1500 Mm Including Mortar In Prop 1:6 Material, Transportation, Etc, Except Cement |
| 36 | Detail of Tower Erection Including Transportation Of Materials : Erection of various type of towers, tower parts and tower extension (complete) with bolts & nuts, including tack welding and supply and application of zinc rich primer and two coats of enamel paints. |
| 37 | Detail Of Stringing Work Including Laying, Stringing, Tensioning, Clamping, Jointing, Jumpering, Hoisting Of Insulstors, Etc., & Transportation. |
| 38 | i) ACSR Panther Conductor inclusive of GST (3 x 2 x 0.85727) |
| 39 | ii) OPGW |
| 40 | Detail Of Fitting And Fixing Of Tower Accessories Including Transportation, Etc. |
| 41 | i) Fixing of Danger Plate - One No. Per tower |
| 42 | ii) Fixing of Phase Plate - Three Nos. Per tower |
| 43 | iii)Fixing of Number Plate - One per tower |
| 44 | iv)Fixing of Anti climbing device of Barbed wire |
| 45 | SOIL TEST OF TOWER LOCATIONS |
| 46 | i) Testing of Soil resistivity test of tower locations |
| 47 | ii) Detail soil investigation report as per IS standards at specified locations including making observations, establishing the ground level & coordinates at locations of each bore hole and test pit upto10 m depth as reqd. By the Owner of all kind of soil except fissured and hard rock. |
| 48 | Dismantling Of Abandoned Towers Due To Diversion Of 132kv Nongalbibra-Agia Tower Line Alignment During The Road Widening Of NH127B |
| 49 | i) NONGAL-AGIA: Releasing of ACSR Panther conductor from the Towers: Loc. No. 71 to 73 =3 x 2 x 0.85515 KM |
| 50 | ii) Unloading of insulator, Hardware fittings from the estmated 3 nos of Towers |
| 51 | iii)Releasing and recoiling of OPGW from the existing Tower Locations (Abandoned): Loc. No. 71-73 (Nongal-Agia) |
| 52 | iv)Dismantling of following abandoned Towers (Super structure) - 1 nos |
| 53 | (D+3) - 1 nos (USTL Design) - including Nuts & Bolts = 9.154566Kg |
| 54 | Schedule 1: Tower Materials |
| 55 | Schedule 2: Civil Works |
