e-Tenders are invited from reputed and experienced contractors / Firms registers in India with Govt. Organizations / Semi Govt. Organizations and PSUs for Protection / treatment work on slops of track between Katra and Bhawan (Phase - III)

Amount

Phase-III-Location Nos. (5,6,8,9&10,11 and 13) LOCATION NO.-5 (Chainage: 0.425 to 0.525km)

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used

Application of 100 mm thick Shotcrete (M-25) in two layers 50mm each sandwiched with chain link fabric 50mmx50mm size including supply of all material for shot crete (Inclusive for rebound) and excluding chain link fabric, labour T & P etc. for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and Installation of G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M20, Using concrete Mixer Height up to 5m including supply of all material, labour, T&P etc. for proper completion of work including Centering and shuttering and sttrutting, propping, removal of form work for retaining walls, return walls (any thickness) including attached pilasters buttresses, plinth.

Plain cement concrete M15 with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain cement concrete M10 with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions size 3m x 1m x 1 m. Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Nos.Gabions (Zinc coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling of boulders in gabions).

Supply and Installation of Self drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm, Yield Load Carrying Capacity of Minimum 400 KN in soil / overburden /rock suitable for drilling placing and grouting. Installation with sacrificial drill bit. Including cost of anchor and sacrificial drill bit, Drilling and it installation but excluding the cost of grouting.

Cement pressure grouting through Hollow soil anchor in overburden / rock including all cost of material and equipements required to complete the grouting work at desired pressure as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes

Construction of Footsteps by Excavation of rock for transportating material at head of slide location

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 upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (Blasting prohibited)

LOCATION NO.-6 (Chainage: 0.700 to 0.775 km)

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions size 3m x 1m x 1 m. Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Nos.Gabions (Zinc coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling of boulders in gabions).

Supply and Installation of Self drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm, Yield Load Carryoing Capacity of Minimum 400 KN in soil / overburden /rock suitable for drilling placing and grouting. Installation with sacrificial drill bit. Including cost of anchor and sacrificial drill bit, Drilling and it installation but excluding the cost of grouting.

Cement pressure grouting through Hollow soil anchor in overburden / rock including all cost of material and equipements required to complete the grouting work at desired pressure as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of high tensile rolled cable net of minimum longitudinal tensile strength 100KN/M and with a minimum breaking load of the cable 45KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 with secondary mesh of 50X50 mm size for treatment of slopes I/c 32mm dia fully cement grouted anchor, drill dia 70 mm upto 6.5m depth, at the average interval of 2.5 m c/c in both direction including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings,Technical Specifications and the direction of Engineer-in-charge.

Plain cement concrete M10 with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M20, Using concrete Mixer Height up to 5m including supply of all material, labour, T&P etc. for proper completion of work including Centering and shuttering and sttrutting, propping, removal of form work for retaining walls, return walls (any thickness) including attached plasters buttresses, plinth..

Drilling of 50 mm dia hole up to 6 m for grouted rock anchor including supply of all material ,labour T&P etc required for proper completion of work as per the direction of Engineer-in-charge.

Supply and installation of 25mm dia grouted rock anchor bolt including supply of all material ,labour T&P for proper completion of the work as per the direction of Engineer-in-charge.

Drilling for consolidation grouting 38mm dia holes upto 10m for grouting including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-Charge.

Consolidation Grouting on slopes wherever required including supply of all material, labour, T&P for proper competion of the work as per direction of Engineer-in-Charge.

Application of 100 mm thick Shotcrete (M-25) in two layers 50mm each sandwiched with chain link fabric 50mmx50mm size including supply of all material for shot crete (Inclusive for rebound) and excluding chain link fabric, labour T & P etc. for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and Installation of G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder.

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes

Construction of Footsteps by Excavation of rock for transporting material at head of slide location

LOCATION NO.-8 (Chainage: 1.075 to 1.150 km)

Supply and installation of high tensile wiremesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 for treatment of slopes. Including installation of rock anchor of dia of 32 mm in drill dia of 70mm, 6.5 m deep at the average interval of 2.5 m c/c in both direction and including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of high tensile rolled cable net of minimum longitudinal tensile strength 100 KN/M and with a minimum breaking load of the cable 45 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 with secondary mesh of 50X50 mm size for treatment of slopes I/c 32mm dia fully cement grouted anchor, drill dia 70 mm upto 6.5m depth, at the average interval of 2.5 m c/c in both direction including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings,Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 4m high only ETAG 027 certified rock fall barrier shall be used.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder.

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions size 3m x 1m x 1 m. Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Nos.Gabions (Zinc coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling of boulders in gabions).

Construction of Footsteps by Excavation of rock for transporting material at head of slide location

LOCATION NO.-9 & 10 (Chainage: 1.925 to 2.075 km)

Supply and installation of high tensile wiremesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 for treatment of slopes. Including installation of rock anchor of dia of 32 mm in drill dia of 70mm, 6.5 m deep at the average interval of 2.5 m c/c in both direction and including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 1000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder.

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes.

Construction of Footsteps by Excavation of rock for transporting material at head of slide location.

LOCATION NO.- 11 (Chainage: 2.800 to 3.000 km)

Supply and installation of high tensile wiremesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 for treatment of slopes. Including installation of rock anchor of dia of 32 mm in drill dia of 70mm, 6.5 m deep at the average interval of 2.5 m c/c in both direction and including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of high tensile rolled cable net of minimum longitudinal tensile strength 100 KN/M and with a minimum breaking load of the cable 45 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 with secondary mesh of 50X50 mm size for treatment of slopes I/c 32mm dia fully cement grouted anchor, drill dia 70 mm upto 6.5m depth, at the average interval of 2.5 m c/c in both direction including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings,Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 4m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 1000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 4m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 1000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 5m high only ETAG 027 certified rock fall barrier shall be used.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder.

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes

Construction of Footsteps by Excavation of rock for transporting material at head of slide location

LOCATION NO.- 13 (Chainage: 3.725 to 3.850 km)

Supply and installation of high tensile wiremesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 for treatment of slopes. Including installation of rock anchor of dia of 32 mm in drill dia of 70mm, 6.5 m deep at the average interval of 2.5 m c/c in both direction and including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of high tensile rolled cable net of minimum longitudinal tensile strength 100 KN/M and with a minimum breaking load of the cable 45 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 with secondary mesh of 50X50 mm size for treatment of slopes I/c 32mm dia fully cement grouted anchor, drill dia 70 mm upto 6.5m depth, at the average interval of 2.5 m c/c in both direction including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings,Technical Specifications and the direction of Engineer-in-charge.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 5000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 8000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 7m high only ETAG 027 certified rock fall barrier shall be used.

Application of 100 mm thick Shotcrete (M-25) in two layers 50mm each sandwiched with chain link fabric 50mmx50mm size including supply of all material for shot crete (Inclusive for rebound) and excluding chain link fabric, labour T & P etc. for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge.

Supply and Installation of G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm.

Scaling of slopes (hard rock) using crackamite powder i/c all cost of labour, material, drilling and disposal of muck upto a distance of 1km as per drawings, Technical Specifications and the direction of Engineer-in-charge but excuding the cost of Crackamite powder.

Supply of Crakamite Powder used in place of blasting for removal of rock chunk lying loose on slopes.

Construction of Footsteps by Excavation of rock for transporting material at head of slide location

Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 3000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in-charge - 6m high only ETAG 027 certified rock fall barrier shall be used.

LOCATION NO.- Old Track (Chainage: 10.900 km)

Supply and installation of high tensile rolled cable net of minimum longitudinal tensile strength 100 KN/M and with a minimum breaking load of the cable 45 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244-2:2009 with secondary mesh of 50X50 mm size for treatment of slopes I/c 32mm dia fully cement grouted anchor, drill dia 70 mm upto 6.5m depth, at the average interval of 2.5 m c/c in both direction including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings,Technical Specifications and the direction of Engineer-in-charge.

Geographical / Topographical Mapping

Geographical Mapping of the entire track i.e. (Old track, Alternate Track & New Track) approaching Shri Mata Vaishno Deviji Bhawan from Bus Stand at Katra through Aerial Drone Surveying/Mapping and preparation of 3D maps in 1:1000/ 1:5000 scale @ 2m contour interval and sections @ 10m interval indicating major/ minor landmarks, chainage, grid with northing/easting, area of landslide, existing structures, i.e. building, retaining walls/ structures, pole, pillar, rain sheds, water streams/ river benchmarks, control points, vegetation/ tree, type of road/ track (SH/NH), facilities, helipads, market, tunnels, stairs, checkposts, nala, vehicle stands, water pockets, width of track available etc.

Geographical Mapping of the entire track i.e. (Old track, Alternate Track & New Track) approaching Shri Mata Vaishno Deviji Bhawan from Bus Stand at Katra through Total Station and preparation of topographical maps in 1:1000 scale @ 2m contour interval and sections @ 10m interval indicating major/ minor landmarks, chainage, grid with northing/easting, area of landslide, existing structures, i.e. building, retaining walls/ structures, pole, pillar, rain sheds, water streams/ river benchmarks, control points, vegetation/ tree, facilities, helipads, market, tunnels, stairs, checkposts, nala, vehicle stands, water pockets, width of track available etc.

Merging both the above maps by removing shaded portion of shelter sheds on the track and marking with all existing structures, roads, facilities, helipads, market, tunnels, stairs, rain sheds, checkposts, nala, vehicle stands, water pockets, shops etc. on the track.

Geotechnical Investigation - (Exploratory Core Drilling & Laboratory Testing) at Two Locations i.e. Location No.1 (Chainage: 0.100 to 0.550 Km - Banganga) & 17 (Chainage: 5.450 to 5.525Km-100m from Manokamna Bhawan) on track of SMVDSB, Katra

Mobilization of Rotary Drlling rigs along with pumps and other accessories including manpower from one site to other and assembling the rig at first bore hole location.

Dismantling and reassembling of rig from one borehole location to other borehole location within a site. (Boreholes may be located upto 40m above or below road level).

Drilling in soil /Overburden/Rock including Conducting SPT /Collection of disturbed and undisturbed soil samples as per TOR if applicable depending upon the strata /Rock core samples (using Double Tube core Barrel), preserving the rock cores in core boxes.

From 0 to 20m

From 20 to 30m (maximum depth)

Laboratory Testing - Soil Samples

Soil Classification (Grain Size /limits)

Density / Moisture Content

Specific Gravity

Direct Shear Test

UCS/Tri-Axial Test (UU)

Consolidation Test

Chemical Analysis (Soil/Water-pH, Sulphate / Chloride)

Laboratory Testing - Rock Samples

Desnsity/Water Absorption/Porosity

Specific Gravity

UCS (saturated condition)- Rock

Point Load Strength Index- Rock

Tri- Axial Test (saturated)- Rock

Strengthning Work of Rain Shelter Shed - (Length =650m, Width = 7.5m) Earth work excavation in trenches for foundations for pipes, cables etc not exceding 1.5 M in width for shafts, wells, cesspets and the like not exeeding 10 Sq.m on plan including dressing of sides and ramming of bottoms, lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed with in lead of 50 Mt.

Dense or Hard soil

Hard rock by chiselling (i.e Hard rock required blasting but where blasting is prohibited)

Extra lead for disposal of excavated soil for every additional 50 M part thereof.

Providing and laying plain cement concrete excluding form work upto floor two level and for fixing of truss member within rock.

Cement concrete (1:2:4)

Cement concrete (1:3:6)

Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete in trusses and purlins, beams etc.

Double Angle Section (ISA 65x65x6)

Double Angle Section (ISA 50x50x6)

Double Angle Section (ISA 45x45x6)

Channel Section (MC 100)

Steel plate of 8mm thickness

Providing and fixing of CGI sheets / Corrugated / black sheets fixed with J or L hooks, nuts , bitumen G.l Limpet washer filled with white lead complete (for roofing etc) including cost of J&L Hooks etc. (18 Guage) and Chain link.

CGI sheets / Corrugated / black sheets

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge

Providing and applying two coats with synthetic enamal paint on new steel / wood work.

Double Angle Section (ISA 65x65x6)

Double Angle Section (ISA 50x50x6)

Double Angle Section (ISA 45x45x6)

Channel Section (MC 100)

Steel plate of 8mm thickness

Provision of Helical Spring in between plates of Structural Column spaced @ 2.5m C/C (towards Hill Side Columns Only)

Annual Maintenance of Rockfall Barrier, after expiry of DLP (Phase - III) Maintenance of Rock Fall Barriers to be installed at location no. 5,6,8,9&10,11 and 13 for two years containing quarterly inspection, annual inspection, replacing of the damaged part, cleaning the barriers after any rockfall event including all cost of labour material and T&P required.

1000KJ - Amount for 1st year

3000KJ - Amount for 1st year

5000KJ - Amount for 1st year

8000KJ - Amount for 1st year

1000KJ - Amount for 2nd year

3000KJ - Amount for 2nd year

5000KJ - Amount for 2nd year

8000KJ - Amount for 2nd year

HMBS Textiles Pvt. Ltd.

SAI GR IMPEX PRIVATE LIMITED

Pioneer Foundation Engineers Pvt. Ltd