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Tender ID
Tender Value
₹5.5 Cr
EMD Value
₹2 L
Closing Date
28 Apr 2026, 3:00 pmClosed
Deputy Chief Engineer
Office of Deputy Chief Engineer Transmission Circle Malappuram,Munduparamba Po -676509
Conversion of the balance 6km portion of the 110kV Single circuit line between Manjeri and Nilambur locations 93 to 114 out of the 24km 110kV Manjeri-Nilambur line
2026_KSEB_847561_1
TRCM/E-03/2025-26/13-03-2026
Open Tender
Electrical Works
Item Rate
300 days
Manjeri Nilambur Line
Please refer Tender documents.
9 documents required · 9 mandatory
₹11,800
₹2 L
online
17 Mar 2026
17 Mar 2026
30 Apr 2026
18 Mar 2026
28 Apr 2026
20 Mar 2026
6 Apr 2026
Total of all Material & Labour BoQs
Item Rate BoQ
BoQ_Ver4.0
Bid No: TRCM/E-03/2025-26/ 13-03-2026 ( Tender ID :2026_KSEB_847561)
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
SUPPLY PART - A FOR CONVERTION WORK
Supply of Tower super structure for special towers including stub and extensions Mild steel
Supply of Tower super structure for special towers including stub and extensions High tensile steel
Single suspension Hardware for WOLF
Single Tension Hardware for WOLF
Double Tension Hardware for WOLF
Earthwire Tension Hardware Clamp for 7/3.15 with copper bond
Earthwire Suspension Hardware Clamp for 7/3.15
Polymer insulator 90KN
Polymer insulator 70KN
Vibration Damper for WOLF
Armour rod for WOLF
Repair sleev for WOLF
Midspan joint for WOLF
Midspan joint for Earth wire
Vibration Damper for Earth wire
SUPPLY PART - B FOR BYPASS ARRANGEMENT WORK
110kV 100sqmm, AAAC, XLPE Covered Conductor
Suspension Clamp
Tension Clamp
Joint Kit (Full tension Mid Span joint with Heat Shrinkable type)
Termination Kit (Bolted/Crimped lug + Heat Shrinkable type) for 110KV Covered Conductor
Special Channel Crossarm 3Mtrs for 110KV Covered Conductor CBN
110KV, 90KN Polymeric Tension/suspension Insulator for Covered Conductor
110KV, Special Post Insulator (For Jumpering)
Special A - Type Pole 14Mtrs
Special Channel Crossarm 2.5Mtr
Special Channel Crossarm 1.5Mtr
Special M - Tower 14Mtrs,16 Mts,18 Mtr,20Mtrs including Crossarms
Stay Set Complete suitable for 110KV
LT ABC 3X95+1X70+1X16sqmm with Accessories
HT Covered Conductor and connected accessories
Anti-Climbing Protection for M Tower
Anti-Climbing Protection for A Pole 14M
G.I Earth Pipe 50mm dia, 3.48mm thick and 2.5m long with bolts nuts, G.I strips and washers
110kV Transmission Line Arrestor (TLA)
Item Rate BoQ
BoQ_Ver4.0
Bid No: TRCM/E-03/2025-26/ 13-03-2026 ( Tender ID : 2026_KSEB_847561)
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
LABOUR PART - A CONVERTION WORK
Detailed Survey of the route using Total Station & GPS Instrument along the alignment fixed by the Board , preparation of the longitudinal profiles of the route showing all site details of the terrain including the GPS Coordinates of all tower locations for the km for full width of the line route , plotting of tower locations with details of types and extensions to towers, preparation of tower schedule , calculations involving sag and tension of conductors , preparation and supply of one copy of the approved sag template on transparent acrylic plastic sheet. Supply after completion of all the stub setting works, two paper print copies and one laminated copy of the approved profile drawing and route map with the final tower locations marked along with Softcopy in Autocad format . as directed by Boardstaff (For110kV line, ROW - 22 Mtr)
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Conducting Check Survey, setting out tower positions on ground, pit marking, all confirming to the approved profile and tower schedule using Digital Theodolites / Total Station etc. as directed by Board staff
Providing stay (temporary nature) by piling Cut Ends in kole land including fabrication of cut ends and conveyance.
Re-Tensioning one span 11kV line including replacing insulators, tightening stay, cutting tree branches and conveyance.
Reshackling one span LT 3ph 4 wire OH line, replacing insulators, tightening stay, cutting tree branches including conveyance.
Reshackling one span LT Sph 2 wire OH line, replacing insulators, tightening stay, cutting tree branches including conveyance.
Disconnecting and lowering down the single phase WP service connection with guy wire from the OH line and reconnecting the same after completing the line Work.
Disconnecting and lowering down the Three phase WP service connection with guy wire from the OH line and reconnecting the same after completing the line Work.
Dismantling Three line ACSR 'DOG' conductor including dettaching insulator strings with arcing hones or rings on to the cross arms, de-clamping conductor from the insulator strings, suspension clamps with armour rods, tension clamps, removing jumbers at tension points, removal of conductor and pilot wire , removing vibration dampers, hire charges of tools & plants, all hire and labour charges for protective devices, providing back stays etc. Complete.
Dismantling of existing 7/10 or 7/3.15mm Earth conductor from the tower detaching the clamps, connectors and line accessories from the conductor, winding and stacking the same at site (Take 50% of the rate for stringing vide item no 63 )
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Dismantling of tower super structure above ground level including dismantling of tower accessories like phase, danger and number plates, bird guards, anticlimbing devices etc. Complete. And stacking the same at the site
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within50 metres lead as per direction of Engineer-in-charge :In cement mortar
Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m after initial lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means over areas (not exceeding 1.5m in depth. 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, 2nd additional lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50M.
Excavation work in ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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.
Earth work excavation in Ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, First additional 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.
Earth work excavation in Ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, Second additional 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.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( not exceeding1.5 in depth, 1.5 m in width or 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed (For Hard rock (requiring blasting)
Earth work excavation in Hard rock (requiring blasting) by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, first additional 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.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (not exceeding 1.5m in depth, 1.5 m in width or 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed (For Hard rock (blasting prohibited)
Earth work excavation in Hard rock (where blasting prohibited) by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,First additional 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.
Earth work excavation in Hard rock (where blasting prohibited) by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,second additional 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.
Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Labour data for transmission line construction works 2020- Sl No 4) All kinds of soil
Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift 1.5 M to 3M. (Labour data for transmission line construction works 2020) All kinds of soil
Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Labour data for transmission line construction works 2020- Sl No 7) Ordinary rock
Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift 1.5 M to 3M as directed by Engineer In Charge (Labour data for transmission line construction works 2020- Sl No.-8)- Ordinary rock
Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift 3 M to 4.5M as directed by Engineer In Charge (Labour data for transmission line construction works 2020Sl No.9)- Ordinary rock
Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift up to 1.5 M as directed by Engineer In Charge (Labour data for transmission line construction works 2020- Sl No 13)- Hard rock blasting prohibited
Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift 1.5 M to 3M as directed by Engineer In Charge (Labour data for transmission line construction works 2020 Sl No.14)- Hard rock blasting prohibited
Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 M and lift 3 M to 4.5M as directed by Engineer In Charge Hard rock (blasting prohibited)(Labour data for transmission line construction works 2020)- Hard rock blasting prohibited
Excavation in rock and boulders above 500dm3 in size by non explosive agent/ splitter or any other method without resorting to the use of conventional explosive materials with jack hammer etc. drilling , conveying and disposing the unserviceable materials including all leads and lifts , cost of compressed air , jack hammer etc complete (chemical blasting)
Forming temporary Road 1 M ( Footpath -3 M Wide)-(Labour data for transmission line construction works 2020-Sl No.149)
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.
Bailing out water with engine and pump set including conveyance to the site, and erection, cost of fuel and other stores, pay of staff etc. complete.(Data for 5 HP/8Hr.)
Dewatering manually wherever necessary including all labour charges etc. Complete
Supplying, stacking and laying quarry muck consisting of pebbles of various sizes (maximum nominal size not to exceed 60mm ) and quarry dust including cost and conveyance of quarry muck and labour charges for consolidation to improve the bearing capacity of soil wherever necessary. (Estimate sanction No.TRCM-35/2021-22/Dtd.16.11.2021)
Close timbering in trenches including strutting, shoring and packing cavities ( wherever required) complete. (Measurements to be taken on the face area timbered). For depth not exceeding 1.5 M
Close timbering in trenches including strutting, shoring and packing cavities (wherever required ) complete. ( Measurements to be taken on the face area timbered ). For depth exceeding 1.5 M and upto 3M
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Stub setting (using template /probe) for 110kV towers. Erection of stub, stub template, fixing of jack for supporting template, allignment and leveling for exact location of stubs of stub setting template, dismantling of template after completion of initial curing of Cement concrete, movement of template from one location to another complete, as directed by Board staff. - general area (For110 kV DC Tower)
Centering and shuttering including strutting, propping etc. and emoval of form work for :Foundations, footings, bases for columns.
Centering and shuttering incluiding strutting, propping etc. and removal of formwork for columns , piers, abutments, pillers , posts and struts, chimmeny.
Supplying and laying 75mm PVC pipes in line and levels as per the direction of departmental officers
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level with Thermo-Mechanically Treated bars
Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level.
Providing and laying in position reinforced cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including the cost of all materials to be supplied by the contractor at site, conveyance charges of all materials to site of work watering,curing but ,excluding the cost of centering shuttering finishing and reinforcement. All works up to the plinth level,.
15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement :4 fine sand)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 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)-
Filling 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 up to 1.5 m.
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
Excavation of earth pit of size 0.3 x 0.3 x 3.6 m including over excavation on account of sloping the banks and necessary hire for planks for filling of charcoal, earthing of tower by means of a 50 mm dia, 3 m long pipe and a double run 7/9 S.W.G galvanised steel wire or G.1 tape including cost of charcoal but excluding cost of pipes, steel wire or copper tape with connecting lugs, nuts, etc. which will be supplied at departmental stores (to be specified)
Providing counter poise type earthing wherever necessary for tower location including extra excavation in foundation pits of towers for fixing wih G.I wire on both terminals for connection the GI pipe with tower leg refilling with excavated earth mixed with salt and charcoal as per standard specification including cost of S fabrication of legs for connection arrangement all other materials, transport all labour leads and lifts, etc., complete.
Transport of Towers, extensions and other structures and all other materials including earthing materials etc. issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc
Drilling holes on GI/steel members wherever found necessary
Filing holes on GI/steel members wherever found necessary
Cutting GI/steel members wherever found necessary
Erection of tower super structure above ground level including erection of normal and special hill side extension members wherever necessary , providing tower accessories like phase, danger and number plates, bird guards, anticlimbing devices, including tighting, punching and tack welding up to bottom crossarm 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-Average heightis 22 mtrs ) general area
Transport of materials issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc. Line & Earth conductor
Transport of Insulators and accessories, Power conductor accessories, Earth conductor accessories etc. issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc
Paving out, stringing and tensioning as per standard of one 7/10 OR 7/3.15 stranded steel earthwire including fixing the conductors on to the tower top using tension clamps and suspension clamps, jumpering the conductors attension points, jointing the conductor wherever necessary, erection of earth bonds, hire charges of tractor and stringing tools, etc. Complete. ((.46/.59)* rate for 7/3.66)
Paving out,stringing and tensioning OF POWER CONDUCTORS including attaching insulator strings with arcinghorns or rings on to the tower crossarms,clamping the conductor to the insulator strings using suspension clamps with armour rods and tension clamps, jumpering the conductors at tension points, jointing the conductors and pilotwire wherever necessary, installation of vibration dampers hirecharges of tractor and stringing tools,etc.Complete.(Base data for ACSR panther) 6 Line wolf Double circuit ( Rate for 6 panther x.7274 Kg/M /0.976 Kg/M)
Providing GI barbed wire protection to towers with 2 strand barbed wire weighing 9.38kg per 100m(minimum) fixed with GI staples to posts around erected towers including cost conveyance of all materials, labour charges etc. complete as directed.
Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 500 mm dia pile
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)
Rewinding of "7/3.15 mm or 7/10 stranded steel earthwire 'from dilapidated conductor drums unsuitable for transporting/pavingout on to service able conductor drums issued departmentally including all hirecharges for tools&plants necessary for rewinding((0.46/0.59)* rate for 7/3.66)
Transport of Line and Earth conductors issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc Over 9 Km & upto 10 Km
Transport of Line and Earth conductors issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc For every additional Km or part thereof
Transport of Insulators and accessories, power conductor accessories and earth conductor accessories etc issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc Over 9 Km & upto 10 Km
Transport of Insulators and accessories, power conductor accessories and earth conductor accessories etc issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc For every additional Km or part thereof
Transport of Tower extensions and other structures and all other materials including earthing materials etc issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc Over 9 Km & upto 10 Km
Transport of Tower extensions and other structures and all other materials including earthing materials etc issued departmentally for the works form departmental stores and distribution to locations for erection including storage if necessary, loading and unloading charges etc For every additional Km or part thereof
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyound 30 cm girth up to and including 60 cm girth
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyound 60 cm girth up to and including 120 cm girth
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth up to and including 240 cm girth
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Above 240 cm girth
LABOUR PART - B BYPASS WORK
Labour charges for erection of lattice towe 14m including transportation, excavation of pit , centering shuttering, close timbering , stubsetting, concreting , providing temporary stay at the time of stringing ect complete considering non availiability of some angles for reuse
Labour charges for erection of lattice towe 16m including transportation, excavation of pit , centering shuttering, close timbering , stubsetting, concreting , providing temporary stay at the time of stringing ect complete considering non availiability of some angles for reuse
Labour charges for erection of lattice towe 18m including transportation, excavation of pit , centering shuttering, close timbering , stubsetting, concreting , providing temporary stay at the time of stringing ect complete considering non availiability of some angles for reuse
Labour charges for erection of lattice towe 20m including transportation, excavation of pit , centering shuttering, close timbering , stubsetting, concreting , providing temporary stay at the time of stringing ect complete considering non availiability of some angles for reuse
Labour charges for erection of Special A-Type Pole 14Mtrs including transportation, excavation of pit, erection, providing anti-climbing protection etc.
Dismantling without damage (Excluding reinforced area if any), Special M Tower - 14/16Mtrs and stacking the tower members.
Dismantling without damage (Excluding reinforced area if any), Special M Tower - 18/20Mtrs and stacking the tower members.
Dismantling without damage (Excluding reinforced area if any), Special A-Type Pole 14Mtrs and stacking the same
Fitting and providing one 110kV Stay for 11kV pole incl. digging & back filling pit.
Providing one Earth using earth pipe incl. digging separate pit & backfilling.
Drawing 110kV Covered conductor including fitting of all accessories like Insulators, Clamps, additional cross arms, providing termination, joints etc.
Dismantling without damage 110kV Covered conductor including fitting of all accessories like Insulators, Clamps, additional cross arms, and Stacking the same.
Installing one set 110kV Transmission Line Arrestor
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.
Stringing of 11 kV Covered Conductor through existing poles including erection of all accessories.
Stringing of 1.1 kV Aerial bunched cable of size 3 x 95 + 1 x 16 +1x 70 sqmm with bare/insulated Messenger through existing poles including erection of all accessories.
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