Long term rectification to the black spot at Tamboor Cross at Km.19.00 and at Mastikatta Yellapur road at Km 99.00 of NH-52 Old NH-63 in Karnataka including Shifting of electrical utilities

Amount

Estimate No. 1 for improvement of Black Spot at Tambur cross at Km 98.820 to 99.993- (Part-A: Road Work)

Site Clearance- Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area (By Manual Means)

Surface/ Sub Surface Drains in soil (New)- Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres including all lead, lifts, all labour, hire charges of all machineries etc. A.Mechanical means using Hydraulic excavator

Dismantling of flexible pavement- Dismantling of flexible pavement and disposal of dismantled materials up to a lead of 1000 mtrs. Stacking servicable and unserviceble materials separately including all labour, hire charges of all machineries etc., complete.

a) Bituminous courses

b) Granular courses

Excavation of road work in ordinary rock- Earthwork Excavation for roadway in ordinary rock by mechnical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to the embankment location,unloading with all lifts and lead upto 1000m, trimming bottom and side slopes,in accordance with requierments of lines,grades and cross section, and including all labour, hire charges of all machineries etc,. Complete.

Construction of sub grade- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300~2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller including all leads and lifts, loading, unloading, all labour, hire charges of machinery etc., complete.

Construction of GSB- Construction of granular sub-base by providing laying , spreading and compacting of close graded Material, mixing in wet mix plant of 75 tonne capacity at OMC. Carriage of mixed material to work site,spreading in uniform layer with motor grader on prepared surface and compacting with vibtratoy roller 8-10 tonne to achieve the disered density of 98% including protection of edges of GSB layer, cost of all the materials, labour, hire charges of machineary, lighting, guarding, barricading,maintenance of diversion road, loading and unloading, all lead and lift etc., complete with lead of mixed material upto 1 km. (compacted Thickness) Grading-II - Plant Mix Method

WMM- Construction of wet mix macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in awet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all the materials, labour, hire charges ofmachinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with lead of mixed material upto 1 km. (comacted thickness) A. By using mechanical paved finisher

Prime Coat- Providing and applying primer coat with slowsetting bitumen emulsion(SS-I) complying with IS 8887 of approved quality and make on preparedsurface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, except lead for emulsion

Tack Coat- Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous (RS-1) Emulsing complying with IS 8887 of approved quality and make including cleaning of road sueface by mechnical broom 7 dusting by air compressor, and spraying by bitumin pressure distributor, including cost of all materials, labour, hire charges of machinery,loading, unloading stacking etc.complete, except lead for emulsion.

DBM- Providing and laying Dense Graded Bituminous Macadam of 100 mm compacted thickness and profile correction course (PCC) using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (Stone dust/ Cement) @ 2% by Wieght of aggregates,premixed with bituminous binder 60/70 Grade (VG-30) in Batch/Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level,allignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.5 and 501.7 to achive the desired compaction,including cost of all material ,labour, hire charges of machinery,lead lifts, loading, unloading,stacking,transporting etc.complete, except lead for bitumen and with a lead of mixed material upto 1 km excluding cost of primer/tack coat.(100 mm compacted thickness) B. Using 80-100 TPH Batch Mix plant and Hydrostatic paver finisherwith sensor control (37.50 mm nominal size) @ 4 % Bitumen b.Using Bitumin 30/40 grade (VG-40)

BC- Providing and laying Bituminous Concrete of 40mm compacted thickness and profile correction course (PCC) using crushed stone aggregates as per table 500-16, 17 of specified graded aggregates and filter(Stone dust/cement) @ 2% by weight of aggregates premixed with minimum bituminous binder in Batch/ Hot mix plant loading of aggregates with FB loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher to the required grade,level,alignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.5 and 501.7 to acheive the desired compaction, including cost of all material ,labour, hire charges of machinery,lead lifts, loading, unloading,stacking,transporting etc.complete, except lead for bitumen and with a lead of mixed material upto 1 km excluding cost of primer/tack coat. B. Using 80-100 TPH Batch Mix plant and Hydrostatic paver finisher with sensor control (ii) Grading-2 with 5.4% Bitumen (13.2 mm nominal size) (b) Using 30/40 grade (VG-40) Bitumen

Maintenance of earthern shoulder- Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loading, unloading, lead upto‘lkm, lift etc.

For improvement of Black Spot at Tambur cross at Km 98.820 to 99.993 Part B: Road Furnitures

Retro- Reflectorised Traffic signs- Providing and fixing of retron refiectorised cautionary, mandatory and informatory sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV/ IX sheeting,fixed over aluminium sheeting, 2 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing. The item includes earthworks excavation,cement concrete M 15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface,as per clauses,including curing,cost of all materials,labour, loading, unloading,lead, lift, transporting etc. complete. A. supported on a class B GI pipe 80 mm dia, 3.50 mtrs long type- IV sheeting

a) 90cm equilateral triangle

b) 60cm circular

c) 90cm X 30cm rectangular Hazard

d) 75cm X 90cm rectangular single chevron

e) 155cm X 90cm rectangular double chevron

f) 90cm high octagon

Direction and Place Identification boards & accident prone area sign boards- Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67-2001 made of high intensity grade micro prismatic HIP type IV sheeting fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-lS grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost ofall materials, labour, loading, unloading, lead, lift, transportation etc.A.supported on 2 Nos. of class B GI pipe 80 mm dia, of length 3.50 Mtrs.

New Construction of "THRIE" Metal Beam Crash Barrier- Providing, erecting and fixing “Thrie” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to 15:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete including , cost of all materials, labour, loading, unloading, lead, lift, transporting etc.

Road Markers/ Road Studs with lens reflector- Providing and fixing of road stud 100x100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortor, all as per BS 873 part 4:1973 including cost of all materials, labour, loading , unloading, lead, lift, transporting etc.

Painting of lines, dases, arrow- Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surfacc, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. Over 10 cm in width

Thermoplastic Marking- Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause-803 4.2.2 applied hot either by screeding or extensron process at the rate of 5 kg/sqmt of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5 mm including barricading for traffic diversion as per IRC 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for trafiic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc. a.5.50 kg per Sqrn 2.5 mm thick

Speed hump on minor road for 8m length- Provide speed hump on cross road height of hump is 25 mm and witdh of 1000 mm as per specification

Transverse bar marking- Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause-803 4.2.2 applied hot either by screeding or extensron process at the rate of 5 kg/sqmt of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5 mm including barricading for traffic diversion as per IRC 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for trafiic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc. b. 16.5.00 kg. per sqm.7.5 mm thick

For improvement of Black Spot at Mastikatta -Yellapur road at Km 18.500 to 19.500- (Part-A: Road Work)

Site Clearance- Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area (By Manual Means)

Excavation of road work in ordinary rock- Earthwork Excavation for roadway in ordinary rock by mechnical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to the embankment location,unloading with all lifts and lead upto 1000m, trimming bottom and side slopes,in accordance with requierments of lines,grades and cross section, and including all labour, hire charges of all machineries etc,. Complete.

Construction of sub grade- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300~2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller including all leads and lifts, loading, unloading, all labour, hire charges of machinery etc., complete.

Construction of GSB- Construction of granular sub-base by providing laying , spreading and compacting of close graded Material, mixing in wet mix plant of 75 tonne capacity at OMC. Carriage of mixed material to work site,spreading in uniform layer with motor grader on prepared surface and compacting with vibtratoy roller 8-10 tonne to achieve the disered density of 98% including protection of edges of GSB layer, cost of all the materials, labour, hire charges of machineary, lighting, guarding, barricading,maintenance of diversion road, loading and unloading, all lead and lift etc., complete with lead of mixed material upto 1 km. (compacted Thickness) Grading-II - Plant Mix Method

WMM- Construction of wet mix macadam by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in awet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all the materials, labour, hire charges ofmachinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with lead of mixed material upto 1 km. (comacted thickness) A. By using mechanical paved finisher

Prime Coat- Providing and applying primer coat with slowsetting bitumen emulsion(SS-I) complying with IS 8887 of approved quality and make on preparedsurface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, except lead for emulsion

Tack Coat- Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous (RS-1) Emulsing complying with IS 8887 of approved quality and make including cleaning of road sueface by mechnical broom 7 dusting by air compressor, and spraying by bitumin pressure distributor, including cost of all materials, labour, hire charges of machinery,loading, unloading stacking etc.complete, except lead for emulsion.

DBM- Providing and laying Dense Graded Bituminous Macadam of 100 mm compacted thickness and profile correction course (PCC) using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (Stone dust/ Cement) @ 2% by Wieght of aggregates,premixed with bituminous binder 60/70 Grade (VG-30) in Batch/Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level,allignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.5 and 501.7 to achive the desired compaction,including cost of all material ,labour, hire charges of machinery,lead lifts, loading, unloading,stacking,transporting etc.complete, except lead for bitumen and with a lead of mixed material upto 1 km excluding cost of primer/tack coat.(100 mm compacted thickness) B. Using 80-100 TPH Batch Mix plant and Hydrostatic paver finisherwith sensor control (37.50 mm nominal size) @ 4 % Bitumen b.Using Bitumin 30/40 grade (VG-40)

BC- Providing and laying Bituminous Concrete of 40mm compacted thickness and profile correction course (PCC) using crushed stone aggregates as per table 500-16, 17 of specified graded aggregates and filter(Stone dust/cement) @ 2% by weight of aggregates premixed with minimum bituminous binder in Batch/ Hot mix plant loading of aggregates with FB loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher to the required grade,level,alignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.5 and 501.7 to acheive the desired compaction, including cost of all material ,labour, hire charges of machinery,lead lifts, loading, unloading,stacking,transporting etc.complete, except lead for bitumen and with a lead of mixed material upto 1 km excluding cost of primer/tack coat. B. Using 80-100 TPH Batch Mix plant and Hydrostatic paver finisher with sensor control (ii) Grading-2 with 5.4% Bitumen (13.2 mm nominal size) (b) Using 30/40 grade (VG-40) Bitumen

Maintenance of earthern shoulder- Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loading, unloading, lead upto 1 km, lift etc.

For improvement of Black Spot at Mastikatta -Yellapur road at Km 18.500 to 19.500-Part B: Road Furnitures

Retro- Reflectorised Traffic signs- Providing and fixing of retron refiectorised cautionary, mandatory and informatory sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV/ IX sheeting,fixed over aluminium sheeting, 2 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing. The item includes earthworks excavation,cement concrete M 15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface,as per clauses,including curing,cost of all materials,labour, loading, unloading,lead, lift, transporting etc. complete. A. supported on a class B GI pipe 80 mm dia, 3.50 mtrs long type- IV sheeting

90cm equilateral triangle

60cm circular

90cm X 30cm rectangular Hazard

75cm X 90cm rectangular single chevron

155cm X 90cm rectangular double chevron

Accident prone area sign boards

Road Markers/ Road Studs with lens reflector- Providing and fixing of road stud 100x100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortor, all as per BS 873 part 4:1973 including cost of all materials, labour, loading , unloading, lead, lift, transporting etc.

Thermoplastic Marking- Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause-803 4.2.2 applied hot either by screeding or extensron process at the rate of 5 kg/sqmt of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5 mm including barricading for traffic diversion as per IRC 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for trafiic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc. a.5.50 kg per Sqrn 2.5 mm thick

Transverse bar marking & Rumble strip- Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause-803 4.2.2 applied hot either by screeding or extensron process at the rate of 5 kg/sqmt of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5 mm including barricading for traffic diversion as per IRC 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for trafiic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc. b. 16.5.00 kg. per sqm.7.5 mm thick

BOQ for shifting of electrical utilities as per estimate received from HESCOM. The rates are inclusive of material and labour costs. Bidder should Quote the rates all inclusive of material and labour costs- (inclusive GST applicable), 45% locality allowance on labour charges and supervision charges payable to HESCOM.

Shifting of 11KV Double circuit lines and poles at Ankola gooty section NH-63 from Km 18.50 to 19.50 in HESCOM ankola sub-division rural section-2 limit. Part I HT Line

9 MTR R.C.C Poles (Hard Soil)

8 MTR R.C.C Poles (Hard Soil

Guy set (Hard Soil)

11kv horizontal cross arm

11kv polymer insulator

45KN disk insulator

2pin cross arm

spiral earth electrode

P.G. Clamp

Rabit ACSR conductor with 1.5% sag (Including Rabit ACSR conductor Sub meterial 3%)

Jungle cutting

Concreting for poles

Relesing and restringing of rabit ACSR conductor

Head loading of poles

Loading and Unloading Charges

9 MTR RCC/PSC Poles

9 MTR RCC/PSC Poles

Shifting of 11KV Double circuit lines and poles at Ankola gooty section NH-63 from Km 18.50 to 19.50 in HESCOM ankola sub-division rural section-2 limit. Part-II Credit Estimate

Releasing of 9 MTR P.S.C Poles (Hard Soil)

Releasing of Horizontal cross arm

Releasing of rabit conductor

Shifting of 33KV Mastikatta-Gullapur line at Mastikatta Village for improvemnet of Blackspot in NH-63 ankola-Gooty highways in 33KV S & L Sub Division, Sirsi under Self execution basis. (Part-A)

Pre-Stressed Tubular spun Pole 11 mtr Long-500 Kg WL

Concreting materials for 11 Mtrs Spun Pole a) Base concreting 1:4:8, 1000x1000x150 mm

Concreting materials for 11 Mtrs Spun Pole b) Pole concreting 1:2:4, 1000x1000x2500 mm

Concreting materials for 11 Mtrs Spun Pole c) Coping 1:2:4 (as per actuals)

RCC pole-9.5 Mtr Long, 350 Kg WL for 33KV Lines (Dwg No. BESCOM/GM/QS&S/01 Dtd 24.11.2018) as per IS-785 (Pg1 Item 1.08) for Hard latterite Soil (Item.1.1.3) 1578 & Errection of 9.5mt RCC Poles (item No. 2.05)

Concreting materials for 9.5 Mtrs RCC Pole (a) Pole base for 9.5 Mtrs Supports (500x650x150mm)

Concreting materials for 9.5 Mtrs RCC Pole (b) 9.5 Mtr support (650x500x1850mm)

Concreting materials for 9.5 Mtrs RCC Pole (c) 150 mm all around the Pole for an height of 300 mm for RCC, PSCC Pole

DP Structure hardware consisting of double power X-arms, Horizontal cross brace, back cleat, strain plate bolts & nuts as per drawing (Pg 4 Sl No.108 of 33 kV System material)

33 KV V shape cross arms (Pg 4 Sl No.109 of 33 kV System)

33KV HTST support (Pg 4 Sl No.110 of 33 kV System)

Clamp 9.5m RCC Pole for 33kV (Pg 4 Sl No.111 of 33 kV System)

A) 33KV Polymer Pin Insulators (Pg 3 Sl No.74 of 33 kV System)

B) 33KV Composit Disc insulator (Pg 3 Sl No.73 of 33 kV System)

Coyote ACSR (26/2.54 mm AI+7/1.90 mm St), Std Wt: 521 Kg/KM

A) Single Tension Clamps with arcing horns as per MWSR sl No. 13.1.1

B) C - Type Wedge Connectors (Fired) Coyote to Coyote ACSR (Pg4 Item No. 11.04 in 11 kV System)

b) Pipe type earthing cosisting of GI pipe clamps bolt nut No. 8 SWG Earth wire salt etc. including earth excavation refilling as per drawing CDS-24

Pad Clamps for Coyote ACSR

LT 2 Pin cross arms, with pole clamps, bolts, nuts (for climing span poles)

Guy set consisting of 'C" type guy strain insulators, turn buckle, pole stay clamps, bolts & nuts, anchor

Jungle Clearing: 3 Mtr Corridor

b) Number Plates (Annexure G-12) with pole clamps, bolts nuts for fixing single pole (Annexure G-13) and for DP Structure as per drawing (pg 5 sl. No. 101 in 33 kV System

Shifting of 33KV Mastikatta-Gullapur line at Mastikatta Village for improvemnet of Blackspot in NH-63 ankola-Gooty highways in 33KV S & L Sub Division, Sirsi under Self execution basis. Part-B (Decommission)

Releasing of RCC Pole- 9.5 Mtr Long, 350 Kg WL

Releasing of DP Structure

Releasing and stringing of Coyote ACSR

Releasing 33 KV V shape cross arms

M G Arunkumar

M/s Ramshree Global Constructions Pvt. Ltd.