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| 1 | Tower Superstructure |
| 2 | Galvanised Lattice steel tower super structure,[ including hangers,gussets, strain plate Etc |
| 3 | Galvanised Iron Nuts and Bolts including washers |
| 4 | Stub Sets |
| 5 | Galvanised Stub angle with cleat |
| 6 | Power Conductor |
| 7 | AAAC Panther Conductor |
| 8 | Insulators and Hardware fittings |
| 9 | 90 KN Porcelain disc insulator |
| 10 | Double tension Hardware fittings |
| 11 | Power Conductor and tower Accessories |
| 12 | Stock Bridge type Vibration Damper |
| 13 | Mid span compression joint |
| 14 | Repair Sleeve |
| 15 | Tower Accessories |
| 16 | Supply of Danger Plate |
| 17 | Supply of Phase Plate |
| 18 | Supply of Number Plate |
| 19 | Supply of Anti-Climbing Device |
| 20 | Supply of Bird guard |
| 21 | Tower Superstructure |
| 22 | Galvanised Lattice steel tower super structure,[ including hangers,gussets, strain plate Etc |
| 23 | Galvanised Iron Nuts and Bolts including washers |
| 24 | Stub Sets |
| 25 | Galvanised Stub angle with cleat |
| 26 | Power Conductor |
| 27 | AAAC Panther Conductor |
| 28 | Insulators and Hardware fittings |
| 29 | 90 KN Porcelain disc insulator |
| 30 | Double tension Hardware fittings |
| 31 | Power Conductor and tower Accessories |
| 32 | Stock Bridge type Vibration Damper |
| 33 | Mid span compression joint |
| 34 | Repair Sleeve |
| 35 | Tower Accessories |
| 36 | Supply of Danger Plate |
| 37 | Supply of Phase Plate |
| 38 | Supply of Number Plate |
| 39 | Supply of Anti-Climbing Device |
| 40 | Supply of Bird guard |
| 41 | Superstructure erection including transportation of structures by any means and distribution of structures and accessories from store to site. |
| 42 | Stringing of power conductors including transportation from stores and distribution of conductors and accessories to site and laying,stringing,tensioning,clamping,jointing, jumpering and hoisting of insulators complete including cost of all fittings and accessories not specifically mentioned elsewhere per route Km (3 conductors as applicable) of line |
| 43 | Stringing of ground wire including transportation and distribution of ground wire and accessories to site and laying, stringing,tensioning,clamping,jointing complete including all fittings and accessories not specifically mentioned elsewhere per route Km of line |
| 44 | Welding all nuts & bolts upto the bottom cross arm level including all charges of transportation, materials etc. |
| 45 | Danger Plate (01 no per tower) |
| 46 | Erection of Phase plates |
| 47 | Erection of number plates (01 no per tower) |
| 48 | Erection of Bird Guard |
| 49 | Erection of anti climbing device (1 set per tower) |
| 50 | Earthing of towers with 03 meters long 25 mm dia GI pipe including cost of all materials, such as GI pipes, GI bolts, nuts & washers, salt, coke etc as per specification. |
| 51 | PILE Foundation at location 59,62,62/1 |
| 52 | Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth filling and making all arrangement for completion of the work) and construction and supply of all materials & labours of temporary island/platform to faciallitate the construction of foundation including platform for storage of construction materials such as stone chips, sand, cement, steel reinforcement bar, mixture machines, tools & plants all foundation materials keeping & mixing |
| 53 | Boring (DMC/TMR), providing and installation of bored cast-in-situ pile of specific diameter below the pile head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary guide casting bentonite solution (length of the pile for payment shall be measured from the bottom of pile head). All necessary labour materials plants, tools and tackles etc. complete as necessary for proper execution of the job. The top of pile should be chipped 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), backfitling, form work for placing plain or reinforced cement concrete, supply & providing MS liner of 6 mm thickness throughout the length of the pile, conducting standard penetration test and integrity test Each leg will required 1 nos RCC bored pile of 1200 mm diameter i.e. 4 nos of pile for 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 |
| 54 | Providing arid laying in M25 grade concrete of specified 28 days strength for pile cap, chimney and tie beam including reinforcement steel form work all necessary materials and equipments, transportation, batching, mixing. vibrating, dewatering etc. complete. |
| 55 | Setting of stubs (Sets of four) by using prop setting technique including carrying of all required instruments to the desired location. |
| 56 | Foundation at Loc 60, 61 |
| 57 | Mobilization (including site preparation, Approach road, dewatering, arrangement of electricity, jungle clearing, and making all arrangement for completion of the work) to faciallitate the construction of foundation including platform for storage of construction materials such as stone chips, sand. cement. steel reinforcement bar, mixture machines, tools & plants all foundation materials keeping & mixing. |
| 58 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 15m 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 soils as directed, within a lead of 50 m. |
| 59 | Carriage of materials by manual means (Head loading) from unloading point to the desired tower location |
| 60 | Providingband laying in M25 grade concrete of specified strength including supply filling and fixing reinforcement TMT bars as per requirement ,form work all necessary materials and equipments. transportation, batching, mixing, vibrating, dewatering etc for the tower foundation, chimney and tie beam etc complete( payment will be made as per actual volume of work as per site condition and approved drawing ) |
| 61 | Construction of Boulder pitching and toe wall at location 61 |
| 62 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engincer-incharge. Ordinary Rock |
| 63 | 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 (tone 111) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 64 | Rainloill Tubble masonry with hard stone in foundation and plinth including le%elling up with cement concrete 1:6:12 ( I cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 65 | Carriage of material by Manual Means, Stone/boulder |
| 66 | Providing and laying pitching on slopes laid over prepared filter as per drawing and technical specificationsmedia as per drawing and technical specifications Stone/Boulder |
| 67 | Foundation at Loc 58 |
| 68 | Cleanng jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of I inabove ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 69 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1 5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-inchargc |
| 70 | Providingband laying in M25 grade concrete of specified strength including supply filling and fixing reinforcement TMT bars as per requirement ,form work all necessary materials and equipments, transportation, batching, mixing. vibrating, dewatering etc for the tower foundation, chimney and tie beam etc complete( payment will be made as per actual volume of work as per site condition and approved drawing ) Please Enable Macros to View BoQ information |
