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| 1 | SUPPLY OF FOLLOWING NON CENTRALISED MATERIAL |
| 2 | E Clamp for 11KV |
| 3 | Stay Clamp for SP-23 Single End |
| 4 | Stay Clamp for SP-23 Double End |
| 5 | Holding Clamp for TPMO & Fuse Set (SP-23 with N&B) |
| 6 | Top Channel Clamp for SP-23 with N&B |
| 7 | LT Clamp with N&B ST Pole SP-21 |
| 8 | Stay Clamp for SP-21 with Nut & Bolt |
| 9 | Stay Clamp for SP-10 with Nut & Bolt |
| 10 | Earth Wire Clamp for SP-23 with N/B |
| 11 | Shackle Insulator 75×90 mm with Nut Bolt |
| 12 | Stay Insulator |
| 13 | Bracing Clamp Top for SP-23 with N/B |
| 14 | Bracing Clamp Bottom for SP-23 with N/B |
| 15 | AL Crimping Type Lugs 70 Sq.mm |
| 16 | LABOUR CHARGE |
| 17 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cem ent concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | H.P stone filling in back of walls including cost of all materials, royality,T & P etc. Complete |
| 19 | EXCAVATION IN FOUNDATION FOR RETAINING, BREAST WALLS ETC., IN ALL TYPE OF SOILS AND ROCKS INCLUDING ALL LEAD, LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER-IN-CHARGE AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 305.1 OF MORD SPECIFICATION |
| 20 | PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING - ALL WORKS UPTO PLINTH LEVEL (I) 1:4:8 (1 - CEMENT; 4 - COARSE SAND; 8 - GRADED STONE AGGREGATE 40MM NOMINAL SIZE).( FOUNDATION, FOOTINGS, BASES OF COLUMNS, ETC FOR MASS CONCRETE) |
| 21 | Cement Plaster Work |
| 22 | Erection of Earthing Rod |
| 23 | Excavation of Pit for Stay Set |
| 24 | Erection of LT Stay Set |
| 25 | Erection of 11 KV Stay Set |
| 26 | Grouting of Stay Set |
| 27 | Excavation of Pit for Pole |
| 28 | Erection of Single SP-10 Pole |
| 29 | Erection of Single SP-21 Pole |
| 30 | Erection of Single SP-23 Pole |
| 31 | Erection of SP-23 Double Pole |
| 32 | Grouting of Pole |
| 33 | Muffing of Pole |
| 34 | Installation of 25 KVA DTR on Pole Structure |
| 35 | Fixing of TPMO |
| 36 | Fixing of Fuse Set |
| 37 | Laying of Rabbit Conductor in HT Line |
| 38 | Laying of 3P 4W LT Line (Weasel) |
| 39 | Lopping & Chopping of Tree Branches |
| 40 | Cartage SP-10 Pole (101–150 KM) |
| 41 | Cartage SP-21/23 Pole (101–150 KM) |
| 42 | Cartage of Petty Material (101–150 KM) |
| 43 | Cartage of 16/25 KVA DTR (101–150 KM) |
| 44 | Headload Cartage SP-10 Pole (1–3 KM) |
| 45 | Headload Cartage SP-21/23 Pole (1–3 KM) |
| 46 | Headload Cartage of Material (1–3 KM) |
| 47 | Headload Cartage of 25 KVA DTR (1–3 KM) |
| 48 | Fabrication of Steel for Structure |
| 49 | Laying of LT AB Cable 3×35 + 1×25 Sq.mm |
| 50 | Laying of LT XLPE ABC 3×95 + 1×70 + 16 Sq.mm Please Enable Macros to View BoQ information |
