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| 1 | Supply of ACSR Panther conductor.(For Line 1: 116 KM, For Line 2: 76 KM, For Line 3: 95 KM) |
| 2 | Supply of 90 KN disc insulator(For Line 1: 650 Nos, For Line 2: 260 Nos, For Line 3: 240 Nos) |
| 3 | Supply of 70 KN disc insulator(For Line 1: 550 Nos, For Line 2: 360 Nos, For Line 3: 540 Nos) |
| 4 | Double Tension Hardware Fittings complete. (For Line 1: 63 Nos, For Line 2: 0 Nos, For Line 3: 7 Nos) |
| 5 | Single Tension Hardware Fittings complete.(For Line 1: 248 Nos, For Line 2: 145 Nos, For Line 3: 106 Nos) |
| 6 | Double Suspension Hardware Fittings complete(For Line 1: 13 Nos, For Line 2: 0 Nos, For Line 3: 26 Nos) |
| 7 | Single Suspension Hardware Fittings complete(For Line 1: 281 Nos, For Line 2: 198 Nos, For Line 3: 215 Nos) |
| 8 | Preformed Armoured Rod(For Line 1: 294 Nos, For Line 2: 198 Nos, For Line 3: 271 Nos) |
| 9 | Stock Bridge Type Vibration Dampers(For Line 1: 884 Nos, For Line 2: 541 Nos, For Line 3: 594 Nos) |
| 10 | Mid Span Joints(For Line 1: 50 Nos, For Line 2: 30 Nos, For Line 3: 40 Nos) |
| 11 | Repair Sleeves(For Line 1: 50 Nos, For Line 2: 30 Nos, For Line 3: 40 Nos) |
| 12 | Supply of ACSR Panther conductor.(For Line 1: 116 KM, For Line 2: 76 KM, For Line 3: 95 KM) |
| 13 | Supply of 90 KN disc insulator(For Line 1: 650 Nos, For Line 2: 260 Nos, For Line 3: 240 Nos) |
| 14 | Supply of 70 KN disc insulator(For Line 1: 550 Nos, For Line 2: 360 Nos, For Line 3: 540 Nos) |
| 15 | Double Tension Hardware Fittings complete. (For Line 1: 63 Nos, For Line 2: 0 Nos, For Line 3: 7 Nos) |
| 16 | Single Tension Hardware Fittings complete.(For Line 1: 248 Nos, For Line 2: 145 Nos, For Line 3: 106 Nos) |
| 17 | Double Suspension Hardware Fittings complete(For Line 1: 13 Nos, For Line 2: 0 Nos, For Line 3: 26 Nos) |
| 18 | Single Suspension Hardware Fittings complete(For Line 1: 281 Nos, For Line 2: 198 Nos, For Line 3: 215 Nos) |
| 19 | Preformed Armoured Rod(For Line 1: 294 Nos, For Line 2: 198 Nos, For Line 3: 271 Nos) |
| 20 | Stock Bridge Type Vibration Dampers(For Line 1: 884 Nos, For Line 2: 541 Nos, For Line 3: 594 Nos) |
| 21 | Mid Span Joints(For Line 1: 50 Nos, For Line 2: 30 Nos, For Line 3: 40 Nos) |
| 22 | Repair Sleeves(For Line 1: 50 Nos, For Line 2: 30 Nos, For Line 3: 40 Nos) |
| 23 | Preliminary survey including measurements of vertical clearances at maximum sag point, identification and replacement or repairing of damaged stubs, tower members and earthing and collection of all required documents required for obtaining statutory permission from Railways, Haighway Authorities and other Goverment Bodies.(For Line 1: 35 CKM, For Line 2: 23 CKM, For Line 3: 28.8 CKM) |
| 24 | Paving, Stringing, Tensioning, Clamping, Jointing etc. of ACSR panther conductor using tension puller machine & rollers as per specification requirements in all phases including hoisting of insulators, fitting of all necessary hadware & accessories i.e. fittings, armour rods, vibration dampers, supervision of installation and stringing etc.(For Line 1: 35 CKM, For Line 2: 23 CKM, For Line 3: 28.8 CKM) |
| 25 | De-stringing of existings conductor of the transmission line, re-rolling on empty drums, removing of hardware fittings, Insulators and accessories, loading and unloading, transportation to AEGCL store.(For Line 1: 35 CKM, For Line 2: 23 CKM, For Line 3: 28.8 CKM) |
| 26 | Galvanised lattice steel tower super structure including nut & bolts hangers, guskets, strain plates etc. (Approximate HT Steel=28% & MS=72%)Tower Type: A+6: 1 No; B+3: 1 No; B+6: 2 Nos; D+0: 2 Nos; D+6: 4 Nos; D+12: 1 Nos; D+18: 1 NoTotal Number of tower: 12 Nos |
| 27 | STUB SETS INCLUDING NUTS & BOLTSPartially galvanised stub angle with cleat. (Approximate HT Steel=95% & MS=5%) |
| 28 | STUB SETTING TEMPLATE INCLUDING NUTS & BOLTSA Type: 1 No, B Type: 1 No, D Type: 3 Nos |
| 29 | Supply of ACSR Panther conductor |
| 30 | Stock Bridge Type Vibration Dampers |
| 31 | Mid Span Jointing Sleeve |
| 32 | Repair Sleeve |
| 33 | Prerformed Armour Rod |
| 34 | 7/3.15 GI Ground Wire |
| 35 | Strain Clamp for Ground Wire |
| 36 | Suspension Clamp for Ground Wire |
| 37 | Copper Earth Bond |
| 38 | 90 KN disc insulator |
| 39 | Single Tension Hardware Fittings complete. |
| 40 | Double Tension Hardware Fittings complete. |
| 41 | Single Suspension Hardware Fittings for ACSR Panther Conductor |
| 42 | Supply of DANGER plate. |
| 43 | Supply of PHASE plate. |
| 44 | Supply of NUMBER plate. |
| 45 | Supply of ANTI-CLIMBING device. |
| 46 | Galvanised lattice steel tower super structure including nut & bolts hangers, guskets, strain plates etc. (Approximate HT Steel=28% & MS=72%)Tower Type: A+6: 1 No; B+3: 1 No; B+6: 2 Nos; D+0: 2 Nos; D+6: 4 Nos; D+12: 1 Nos; D+18: 1 NoTotal Number of tower: 12 Nos |
| 47 | STUB SETS INCLUDING NUTS & BOLTSPartially galvanised stub angle with cleat. (Approximate HT Steel=95% & MS=5%) |
| 48 | STUB SETTING TEMPLATE INCLUDING NUTS & BOLTSA Type: 1 No, B Type: 1 No, D Type: 3 Nos |
| 49 | Supply of ACSR Panther conductor |
| 50 | Stock Bridge Type Vibration Dampers |
| 51 | Mid Span Jointing Sleeve |
| 52 | Repair Sleeve |
| 53 | Prerformed Armour Rod |
| 54 | 7/3.15 GI Ground Wire |
| 55 | Strain Clamp for Ground Wire |
| 56 | Suspension Clamp for Ground Wire |
| 57 | Copper Earth Bond |
| 58 | 90 KN disc insulator |
| 59 | Single Tension Hardware Fittings complete. |
| 60 | Double Tension Hardware Fittings complete. |
| 61 | Single Suspension Hardware Fittings for ACSR Panther Conductor |
| 62 | Supply of DANGER plate. |
| 63 | Supply of PHASE plate. |
| 64 | Supply of NUMBER plate. |
| 65 | Supply of ANTI-CLIMBING device. |
| 66 | Detail & check survey as per specification |
| 67 | Superstructure erection including transportation of structures by any means and distribution of structures and accessories from store to site. |
| 68 | Stringing of power conductors from Loc. No. 101 (T/T) to Loc. No. 110 (A)(T/T) including transportation and distribution of conductor and accessories to site, laying, stringing, tensioning, clamping, jointing, jumpering and hoisting of insulators complete including of all fittings and accessories not specifically mentioned elsewhere per route KM of 3. (Length as per approved tower schedule) |
| 69 | Stringing of ground wire from Loc. No. 101 (T/T) to Loc. No. 110 (A)(T/T) including transportation and distribution of ground wire and accessories to site, laying, stringing, tensioning, clamping, jointing complete including of all fittings and accessories not specifically mentioned elsewhere per route KM of line. (Length as per approved tower schedule) |
| 70 | Setting of stubs (set of four) including transportation and distributron of stubs and accessories complete excluding cost of excavation, concreting, back filhng etc |
| 71 | Grounding of towers with 3 meters long 25 mm dia GI pipe including cost of all materials, such as GI pipes, GI strip 50mm X 6 mm , GI bolts, nuts & washers, salt, coke etc. as per specification. |
| 72 | Welding all nuts & bolts upto the bottom cross arm level including all charges of transportation, materials, etc. |
| 73 | Painting of towers with bituminious paints of approved quality up to 3 mts height from ground level including cost of paints |
| 74 | Erection of Danger Plate (01 no. per tower) |
| 75 | Erection of Phase plates (03 no. per tower) |
| 76 | Erection of number plates (01 no per tower) |
| 77 | Erection of anti climbing device (1 set per tower) |
| 78 | Opening and lowering of ground wire from the portion of the line to be dismentled and transportation of the same to the store and proper staking as per instruction from site in charge per route KM of line . (From existing loc. no 101 to 111 = 2643 meter = 2.6 KM (say)) |
| 79 | Opening and lowering of conductors from the portion of the line to be dismentled and transportation of the same to the store and proper staking as per instruction from site in charge per route KM of 3 (Three) phase line .(From existing loc. no 101 to 111 = 2643 meter = 2.6 KM (say)) |
| 80 | Dismantling of tower without damaging the members & transportation of the same to the store and proper staking as per instruction from site in charge. (i.e existing tower loc. no. 102, 103, 104, 105, 106, 107, 108, 109 & 110) |
| 81 | ERS tower material sorting & loading of 3 nos ERS tower material and allied accessories from Kahilipara store, Guwahati and unloading at nearest motorable spot to the site camp including transportation of ERS tower material and allied accessories from Kahilipara store, Guwahati to the nearest motorable spot to the site camp. (Weight of three nos. of ERS Tower = 7.7 MT x 3 = 23.1 MT, Transportation Distance (Approx.)= 415 KMi.e. Total Quantity in transport will be 23.1 MT x 415 KM=9586.5= 9587 (Say) MT/KM) |
| 82 | Carrying of ERS materials from site camp to work site by head load |
| 83 | Preparation and Levelling of ERS installation site |
| 84 | Anchoring including excavation & backfilling of 5 nos. of pits to provide 5 nos. of Anchors (Stay) for installation of 1 No ERS tower (per ERS Tower) |
| 85 | Installation/Erection of ERS Tower |
| 86 | Dismantling of conductors (3 Nos) from the existing line of location |
| 87 | Restringing of conductors (3 Nos) in the ERS tower including changing of damaged insulators, jointing and repairing of the conductors |
| 88 | Dismantling of conductors (3 Nos) from ERS tower |
| 89 | Dismantling of ERS tower including de-Anchoring |
| 90 | Restringing of conductors (3 Nos) in the repaired/new tower including jointing etc complete |
| 91 | ERS tower materials shifting from work site to site camp by head load |
| 92 | ERS tower material sorting & loading of 2 nos ERS tower material and allied accessories from site camp and unloading at Kahilipara Store, Guwahati including transportation of ERS tower material and allied accessories from site camp to Kahilipara Store, Guwahati. (Weight of three nos. of ERS Tower = 7.7 MT x 3 = 23.1 MT, Transportation Distance (Approx.)= 415 KMi.e. Total Quantity in transport will be 23.1 MT x 415 KM=9586.5= 9587 (Say) MT/KM) |
| 93 | Compensation to be paid to the land owner against the damage to be occurred during erection of each ERS Tower |
| 94 | Isolated FootingConstruction of tower foundation of RCC (M20) and PCC (1:3:6) including excavation and backfilling in all types of soil (Dry, Wet, PS & FS), shuttering, shoring, Dewatering, Manual or Mechanised carriage of material to the site, providing all construction materials such as stone chips, sand, cement, all tools and plants, cost of labour and any incidental items deemed necessary for completion of the foundation work as per drawing and specification as directed by AEGCL (for all types of foundation)DA+6 (FS) : 1 No : 18.00 CumDB+3 (FS) : 1 No : 29.87 CumDB+6 (FS) : 2 No : 32.82 Cum X 2 = 65.64 CumDD+0 (FS) : 2 No : 45.45 Cum X 2 = 90.90 CumDD+6 (FS) : 4 No : 51.70 Cum X 4 = 206.80 CumTotal : 411.21 Cum |
| 95 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars Fe-500D or more.DA+6 (FS) : 1 No : 1365.90 KgDB+3 (FS) : 1 No : 2086.19 KgDB+6 (FS) : 2 No : 2254.75 Kg X 2 = 4509.50 KgDD+0 (FS) : 2 No : 3068.89 Kg X 2 = 6137.78 KgDD+6 (FS) : 4 No : 3410.53 Kg X 4 = 13642.12 KgTotal : 27741.49 |
| 96 | Soling (If Required)Providing Stone / Brick Soling under the footing of Isolated Foundation including supplying, carrying the material to site by mechanical / manual means as directed by AEGCL. |
| 97 | Pile FoundationMobilisation (including preparation of work space, approach road, dewatering, arrangement of electricity jungle clearing, earth filling and making all arangements for construction and supply of all materials & labour of temporary island/platform to facilitate the construction of foundation including platform for storage of construction of materials such as stone chips, sand, cement, steel reinforcement bar,vibrator machine, mixture machine, tools and plants, cables, lights for all foundation marterials keeping and mixingDD+12 (Pile) : 1 No: 1 JobDD+18 (Pile) : 1 No: 1 Job |
| 98 | Boring, providing and installation of bored cast-in-situ pile of specific diameter below the pile cap with M25 grade of cement concrete in all strata of soil (clay, sand, soil, gravel, rock etc) to carry a safe working load as per design and drawing provided. The cost will include boring with temporary guide casting bentonite solution (length of the pile for payment shall be measured from the bottom of pile cap), all necessary labour materials plants, tools and tackles etc. complete as necessary for execution of the job complete in all respect. The top of pile should be chiped off to remove laitance concrete. No payment shall be made for the laitance concrete and its removal.The unit rate should include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced cement concrete, conducting standard penetration test and integrity test but excluding the cost of reinforcement steel & supply & providing MS liner of 6 mm thickness in piles up to 8 metre depth from the bottom of the pile cap to be paid seperately.Each leg will required 1 nos RCC bored pile of 1200 mm diameter i.e. 4 nos of pile each tower foundation. (Payment will be made as per actual length of the piles as per site condition necessary and approved drawing.)(A) 1200 mm dia piles.DD+12 (Pile) : 1 No : 32 RMDD+18 (Pile) : 1 No : 32 RM |
| 99 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including supply & providing MS liner of 8 mm thickness in piles up to 8 metre depth from the GL.Thermo-Mechanically Treated bars of grade Fe-500D or more.DD+12 (Pile) : 1 No : 7319.72 KgDD+18 (Pile) : 1 No : 7319.72 Kg |
| 100 | Construction of Pile Head of RCC (M25) including excavation and backfilling in all types of soil (Dry, Wet, PS & FS), shuttering, shoring, Dewatering, Manual or Mechanised carriage of material to the site, providing all construction materials such as stone chips, sand, cement, all tools and plants, cost of labour and any incidental items deemed necessary for completion of the foundation work as per drawing and specification as directed by AEGCL (for all types of foundation)DD+12 (Pile) : 1 No : 11.30 CumDD+18 (Pile) : 1 No : 11.30 Cum Please Enable Macros to View BoQ information |
