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| 1 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 10km. Tower extensins and other structures |
| 2 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 10km. Line and earth conductors |
| 3 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 10km. Insulators and accessories,power and earth conductor accessories |
| 4 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 13km.Tower extensins and other structures |
| 5 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 13km.Line and earth conductors |
| 6 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 13km.Insulators and accessories,power and earth conductor accessories |
| 7 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 20km.Tower extensins and other structures |
| 8 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 20km.Line and earth conductors |
| 9 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 20km.Insulators and accessories,power and earth conductor accessories |
| 10 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 27km.Tower extensins and other structures |
| 11 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 27km.Line and earth conductors |
| 12 | Transport of materialsissued departmentally by mechanical transport for the worksfrom departmental stores and distribution to locations for erection or dismantled tower parts and conductors etc. including storageif necessary, loading, stacking and unloading charges for up to 27km.Insulators and accessories,power and earth conductor accessories |
| 13 | Transport of materialsissued departmentally byhead load up to 1 km -Tower extensins and other structures |
| 14 | Transport of materialsissued departmentally byhead load up to 1 km -Line and earth conductors |
| 15 | Transport of materialsissued departmentally byhead load up to 1 km - Insulators and accessories,power and earth conductor accessories |
| 16 | Conducting check survey,settingout tower positions on ground,pit marking,all confirming to the approved profile and tower schedule using Digital Theodalite/Total station etc.a directed by Board staff. |
| 17 | Earth workexcavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 18 | Earth workexcavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m and lift beyond 1.5m, and up to 3m disposed earth to be levelled and neatly dressed. |
| 19 | Earth workexcavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m and lift beyond 3m, and up to 4.5m disposed earth to be levelled and neatly dressed. |
| 20 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock- |
| 21 | 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 disposal of excavated earth, lead up to 50 m and lift from1.5 m to 3m,disposed earth to be levelled and neatly dressed. Ordinary rock- |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 23 | Construction of cast - in- situ vertical pile 600 mm dia using DMC method. Boring , providing installation bored cast - in - situ reinforced cement concrete piles of grade M-25 (1:1:2,1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size) of specified diameter and length below the pile cap, to carry a safe working load not less than specified , excluding the cost of steel reinforcement but including the cost of cement and all other materials and boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of pile to be embedded in the pile cap etc. by percussion drilling using direct mud circulation (DMC) for bailer and chisel technique by tripod and mechanical winch machine all complete, including removal of excavated earth with all its lifts and leads and minimum depth of penetration of pile in to the hard rock is to be 300 mm (length of pile for payment shall be measured up to bottom of pile cap) - 600mm pile |
| 24 | Construction of cast - in- situ vertical pile 750 mm dia using DMC method. Boring , providing installation bored cast - in - situ reinforced cement concrete piles of grade M-25 (1:1:2,1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size) of specified diameter and length below the pile cap, to carry a safe working load not less than specified , excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of pile to be embedded in the pile cap etc. by percussion drilling using direct mud circulation (DMC) for bailer and chisel technique by tripod and mechanical winch machine all complete, including removal of excavated earth with all its lifts and leads and minimum depth of penetration of pile in to the hard rock is to be 300 mm (length of pile for payment shall be measured up to bottom of pile cap) - 500mm Pile |
| 25 | Providing,driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles 600mm dia of grade M-25 (1:1:2,1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)and length below the pile cap to carry the safe working load not less thanspecified,excluding the cost of reinforcement but including the cost of shoe and cement and all other materials and the length of pile to be embedded in the pile cap etc.all complete(length of pile for payment shall be measured from the top of the shoe to the bottom of pile cap) |
| 26 | Providing,driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles 750mm dia of grade M-25 (1:1:2,1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)and length below the pile cap to carry the safe working load not less thanspecified, excluding the cost of reinforcement but including the cost of shoe and cement and all other materials and the length of pile to be embedded in the pile cap etc.all complete (length of pile for payment shall be measured from the top of the shoe to the bottom of pile cap) |
| 27 | Providing,driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles 1000mm dia of grade M-25 (1:1:2,1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)and length below the pile cap to carry the safe working load not less thanspecified,excluding the cost of reinforcement but including the cost of shoe and cement and all other materials and the length of pile to be embedded in the pile cap etc.all complete (length of pile for payment shall be measured from the top of the shoe to the bottom of pile cap) |
| 28 | Providing,driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles 1000mm dia of grade M-30 (using cement content as per approved design mix) and length below the pile cap to carry the safe working load not less thanspecified, excluding the cost of reinforcement but including the cost of shoe and cement and all other materials and the length of pile to be embedded in the pile cap etc.all complete (length of pile for payment shall be measured from the top of the shoe to the bottom of pile cap) (Prior approval of Design mix shall be got from the Engineer-in charge before execution of thework. The Rate is applicable for the cement usage as per the design mix) |
| 29 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge - Single pile upto 50 tonne Safe capacity - Routine test (Test Load 1.5 times the Safe capacity) |
| 30 | Chipping and removing the top of R C C piles to the lines and levels carefully without damaging the remaining portion andremoving the debris to a distance of 50m |
| 31 | Stub setting (using template/probe) for 110kV towers.Erection of stub, stub template, fixing of jack for supporting templatte, alignment and levelling for exact location of stubs of stub setting templates,dismantling of templateafter completion of initial curing of cement concrete, movement of template from one locatin to another etc.complete a directed by Board staff-For 110kV DC Tower |
| 32 | Stub setting (using template/probe) for 220 kV DC towers.Erection of stub, stub template, fixing of jack for supporting template, alignment and levelling for exact location of stubs of stub setting template, dismantling of templateafter completion of initial curing of cement concrete, movement of template from one locatin to another etc.complete as directed by Board staff-(For 220kV DC Tower) |
| 33 | Cement concrete 1: 1 1/2 :3 mixture with 20 mmmetal (M 20).Providing and laying in position specified grade of reinforced cement concrete, including the costof cement to be supplied by the contractor at site, conveyance charges of cement to site excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :1: 1 1/2:3 (1 cement :11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size for pile cap & Chimney) |
| 34 | Providing and laying in position machine batched and machine mixed design mix M30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Prior approval of Design mix shall be got from the Engineer-in charge before execution of thework. The Rate is applicable for the cement usage as per the design mix) |
| 35 | Providing and laying cement concrete 1:4:8 using 40mmbroken stonefor pillars , columns etcincluding the costof cement and all other materials to be supplied by the contractor at site, conveyance charges of cement to site |
| 36 | Random rubble masonary with hard stone in foundation and plinth including levelling upwith cement concrete 1:6:12 up to plinth level with CM 1:6 including cost of all materials |
| 37 | Plastering with 1:6 cement mortar, 20mm on the top of RR masonry including cost of all materials |
| 38 | PointingRandom rubble masonry with white cement mortar 1:3 on the exposed faces including cost of all materials |
| 39 | Steel Reinforcement for RCC work including straightening, cutting , bending, placing in position and binding all complete up to plinth level including cost of all materials |
| 40 | Back filling of pits after stub settingFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 41 | Supplying and filling in ground with good earth including consolidated each deposited layer by ramming and watering in layers not exceeding 20cms in depth |
| 42 | Erection of tower super structure above ground levelincluding erection of normal and special hill side extension members wherever necessary, providing tower accessories like phase, danger and number plates, bird guards, anti climbing devices including tighting, punching and tack welding upto bottom cross arm in the bolt and nut after punching and applying zink rich primer wherever necessary etc. complete, as directed by Board staff (For 110kV DC tower) |
| 43 | Erection of tower super structure above ground levelincluding erection of normal and special hill side extension members wherever necessary, providing tower accessories like phase, danger and number plates, bird guards, anti climbing devices including tighting, punching and tack welding upto bottom cross arm in the bolt and nut after punching and applying zink rich primer wherever necessary etc. complete, as directed by Board staff (For 220 kV DC tower) |
| 44 | Pipe Earthing: Providing earthing in terminal tower as per standard specification by providing 150mm dia bore hole for a depth of 3.6m and placing of GI pipes 50mm dia GI \"C\"class 3m long into bore including cost of 600 mm dia RCC collar placing over the earth pipe and tower leg using 7/3.66 mm GI earth wire with lugs connecting to the pipe and fixing necessary GI clamp etc.,including drilling of bore cost of all lead and lifts etc.,complete. |
| 45 | Paving out, stringingand tensioning as per standard of Six line ACSRWOLF\" conductors including attaching insulator strings with arcing horns or ringson to the tower cross arms, clamping the conductor to the insulator strings usingsuspension clamps with armour rods and tension clamps, jumpering the conductors at tension points, jointing the conductors and pilot wire where ever necessary, installation of vibration dampers, hire charges of tractor and stringing tools, all hire and labour for protective trestle work, providing suitable back staysat the time ofstringing,etc. complete.- |
| 46 | Paving out, stringing and tensioning as per standard one OPGW including fixing the conductors on to the tower tops using tension clamps and suspension clamps, jumpering the conductor at tension points, jointing of conductor wherever necessary, errection of earth bonds, hire charges of the pulling machines, tractors and stringing tools, all hire and labour for protective trestles and providing suitable back strings at the time of stringing etc complete. |
| 47 | Constructionof earthen ring bunds for bailing out water for excavation for foundation and stub setting, includingshoring, if necessary, with plaited coconut cadjan and bamboos, etc. as per dimensions noted below. Bunds upto 0.5 m height, 1 m bottom width and 0.5 m top width |
| 48 | Constructionof earthen ring bunds for bailing out water for excavation for foundation and stub setting, includingshoring, if necessary, with plaited coconut cadjan and bamboos, etc. as per dimensions noted below.Bunds beyond 0.5 m height to 1 m height , 1.5 m bottom width & 0.5 m top width |
| 49 | Constructionof earthen ring bunds for bailing out water for excavation for foundation and stub setting, includingshoring, if necessary, with plaited coconut cadjan and bamboos, etc. as per dimensions noted below.Bunds beyond 1 m height top widthto be 0.5 m and bottom width to be proportionately fixed |
| 50 | De wateringmechanical: Bailing out water with engine and pump set including conveyance to site and erection cost of fuel, lubricating oil and other stores, pay of staff etc.complete |
| 51 | Dewatering Manual |
| 52 | Rewinding of \"WOLF ACSR\" from, dilapidated conductor drums unsuitable for transporting/ paving out on to serviceable conductor drums issued departmentally including all hire charges for tools & plants necessaryfor rewinding |
| 53 | Drilling of holes |
| 54 | Filing of holes |
| 55 | Cutting of steel angles |
| 56 | Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of area cleared. |
| 57 | Felling trees including cutting of trunks and branches, removing the roots completely and stacking serviceable materials - Beyond 30 cm and upto 60 cm girth |
| 58 | Felling trees including cutting of trunks and branches, removing the roots completely and stacking serviceable materials – Beyond 60 cm and upto 120 cm girth |
| 59 | Felling trees including cutting of trunks and branches, removing the roots completely and stacking serviceable materials – Beyond 120 cm and upto 240 cm girth |
| 60 | Uprooting and removingpalm or coconut stumps including stacking |
| 61 | Dismantling of tower superstructure above ground level includingdismantlingof normal and special hill side extension members, detaching tower accessories like phase, danger and number plate, bird guards, anticlimbing devices etc complete- For 66 kV DC Tower |
| 62 | Dismantling the existing 6 line stranded ACSR Dog conductor of lowering down the insulator strings and acceseriesand coiling the conductor and stacking hire charges for string tools and all hire and labour for protective trestle for LT line telephones and houses etc complete |
| 63 | Dismantling the existing stranded 7/9mm stranded steel earth wire conductor of one conductorand lowering down and accessoriesand coiling the conductor and stacking hire charges for string tools and all hire and labour for protective trestle for LT line telephones and houses etc complete |
| 64 | Arranging scafoldings on both sides of the Main road / railway cross and maintaining up to three days as per the directions of dept. officers including hire charges of materials. |
| 65 | Maintaining scafoldingfor morethree days at railway crossingonly if any delay is coming for getting powerblock |
| 66 | Providing derrick support and temporary stay arrangement for a tower |
| 67 | Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered) Depth not exceeding 1.5 m |
| 68 | Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered) Depth exceeding 1.5 m but not exceeding 3 m |
| 69 | Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered) Depth exceeding 3 m but not exceeding 4.5 m |
| 70 | Demolishing cement concretemanually/ by mechanical means includingdisposal of unserviceable material within 50 metres lead as per the directions of Engineer in charge Nominal concrete 1:3:6 or richer mix. |
| 71 | Demolishing cement concretemanually/ by mechanical means includingdisposal of unserviceable material within 50 metres lead as per the directions of Engineer in charge Nominal concrete 1:4:8 or richer mix. |
| 72 | Stringing single span single conductor across rail crossing: Waiting forRailway Power block with full teamof working personals,Paving out, stringingand tensioning one spanone conductor as per standardACSRWOLF/ACSR DOG/ Earth wire /OPGW conductors including attaching double insulator strings with arcing horns or ringson to the tower cross arms, clamping the conductor to the insulator strings usingDouble tensionclamps with armour rods and tension clamps, jumpering the conductors at tension points or earth clamp , jointing the conductors and pilot wire where ever necessary, installation of vibration dampers, hire charges of tractor and stringing tools, all hire and labour for protective trestle work,cradling for protection of rail power line, providing suitable back staysat the time ofstringing,etc. complete. |
| 73 | Dismantling single span single conductor across rail crossing: Waiting forRailway Power block with full teamof working personals,Dismantling the existing single line stranded ACSR Dog/ACSR WOLF/earth wire conductorand lowering down the insulator string/clamps and aceeseriesand coiling the conductor and stacking hire charges for stringng tools and all hire and labour for protective trestle for LT line telephones and houses etc complete |
| 74 | Supplying, laying, jointing and fitting pvc pipe 200mm or nearest size 6kg/cm2 in line and gradient for sewage line with necessary specials such as door bend,door Tee or bend,Tees or couplings (with or without doors), cowletcas per standard specification and direction of departmental officers at site. |
| 75 | Supplying, laying, jointing and fitting pvc pipe 150mm or nearest size 6kg/cm2 in line and gradient for sewage line with necessary specials such as door bend,door Tee or bend,Tees or couplings (with or without doors), cowletcas per standard specification and direction of departmental officers at site. |
| 76 | Supplying and providing precast rainforced cement concrete ring for the use of earth pit of minimum dia0.6m and height0.3 mwith 50mm thick wall size and cover slab with lifting hook and fix the earth pit ringhalf portion below ground and half portion above ground as per the direction of deppartmental officers at site |
| 77 | Fabicate and fixing name bords of size 50cm X 40 cm or nearest size made of1.5mm painted GIor punched Aluminium sheet for towers with suffient details like name of line, tower number, telephone number etc details as required as per the direction of deppartmental officers at site . cost include primer, inamel paint, printing charge etc complete |
| 78 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 79 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 80 | Forming temporary Road 1m length and 3m Wide ( works includes site clearing, earthwork , formation of temporary road using red earth to water loged tower locations and removing the temporary road after the work |
| 81 | Lowering down the 11kV (3 conductor) line from the pole after disconnecting jumper connection, loosening pin bindings wherever necessary, re-tensioning the same after giving jumper connection, pin bindings etc… after the completion of EHT line work. |
| 82 | Lowering down the LT 3phase with neutral line from the pole after disconnecting jumper connection, loosening pin bindings wherever necessary, re-tensioning the same after giving jumper connection, pin bindings etc… after the completion of EHT line work. |
| 83 | Lowering down the LT single phase line with neutral and street main if any from the post after disconnecting jumper connection, loosening pin bindings whichever necessary, re-tensioning the same after giving jumper connection, pin bindings etc… after the completion of EHT line work. |
| 84 | Lowering down the three phase /Single phase WPGuy wire service from the poles after disconnecting and redoing the same, giving connections etc... after the completion of EHT line work. |
| 85 | Sorting of tower parts, bolts,nuts of various sizes at site.etc complete. |
| 86 | Solid block masonry using precast solid blocksof size 30x20x15cmmasonry in cementmortat 1:6including cost of all materials, conveyance , labour charges, wateringetc complete as directedby departmentalofficers |
| 87 | Plastering with cement mortar 1:3, 12mm thick one coat tooutside wallsincluding curing etc complete 1:3 (1 cement : 3 fine sand) |
| 88 | Brick work with common burnt clay FPS(non modular) bricks of class designation 7.5 in superstructure above pcc in all shaped sizes in cement mortar 1:4 including all cost of labour and materials |
| 89 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 90 | Finishing walls with water proof cement paint of required shade |
| 91 | Installation of unarmoured under ground optical fibre cable (UG OFC 24 Fibre DWSM)at 110kV substations through existing cable trench by removing concrete slab,installation of HDPE pipe etc.., Preinstallation test (drum test),post installation test,splicingand link test (End to end) and placing back concrete slabs as good as in orginal condition. |
| 92 | Installation,testing and commissioning of FODP 48 fibre and termination of UG cable. |
| 93 | SUPPLY OF MATERIAL Manufacturing, Testing & Supply 48 Fiber (DWSM) OPGW Cable |
| 94 | Supply of Hardware set for 48 fibre OPGW OFC including cable fittings (suspension assembly, tension assembly ,dead end assembly, tension assembly for joint box locations,pass through assembly, vibration damper assembly,down lead clamp assembly earth bond etc..)and all accessories upto Joint Box |
| 95 | Supply of Joint Box (48 Fibre) |
| 96 | Supply of unarmoured under ground optical Fibre cable 24 fibre DWSM |
| 97 | Supply of PLB HDPE pipe including all accessories for OFC -UG cable |
| 98 | Supply of 48 fibre FODP (Fiber Optic Distribution Panel) indoor type with FC -PC coupling and pig tails.(5m each) |
| 99 | SupplyGI barbed wire 12G 2 ply (TATA or equivalent make) at site including all cost of materials, labour for loading,transportation,unloading etc complete |
