NABARD Infrastructure Development Assistance Project of Thaliparamba Legislative Assembly Constituency in Kannur Distirct Chooliyad Micro Watershed Phase II

Amount

CROSS CHECKS 1 TO 3 M SPAN 60 NOS

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

CROSS CHECKS 3 TO 6 M SPAN 60 NOS

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

TILLER PATH PADINJARATH VAYAL 100 M

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

OD613/2022-2023 Supplying and laying R,C.C pipes NP 2 class 300 mm dia including cost of meteriyal conveyance and labour charges etc. complete

TRACTOR RAMP 2 NOS AT THEKKEKARA AND AT THAIVALAPPIL

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

VCB 6.M SPAN 2 NOS AT THAZHE CHIRA AND AT MUCHILOTT THAZHE

60.1.1 RING BUND type I putting up ring bund as per approved shape 205mm botttom width, 1m top with using empty gunny/polythene bages filled with earth placed in 2 rows @0.6m apart and filled in between with puddle clay to from bund for an avarage height 2.00 m including labour dismantiling the bund after completion of the work etc. cmplete

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

4.1.8 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 nominal size)

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.1.3 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls( any thickness),including attached pilasters butteresses,plinth and sring course etc

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors roofs landing balconies and acces platform

60.63.2 FRP SHUTTERS- Supplying and fixing FRP shutters of suitable size to with stand the desingn and max water pressure and prescribed by the departmental offficer and instaling the FRP channels provided in the grooves alredy arranged and asper the direction of departmental officers

60.63.1 FRP SHUTTERS- Supplying and fixing FRP Channels of C profile and sill beam size 100 x 100 mm with flange of 50 to 75 mm depth in the grooves already arranged and asper the direction of departmental officers

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

10.25.2 Item shifted to sub head 14as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections / framed work, including cutting,hoisting,fixing in possions and applying a priming coat of approved steel primer using structureal steel etc. as required in grating,frames,guard bar,ladder,railings brackets and similar works

OD601/2022-2023 Supplying 65mm size pad locks for Cage of FRP Shutters

VCB 3.6M SPAN AT THAIVALAPPIL

60.1.1 RING BUND type I putting up ring bund as per approved shape 205mm botttom width, 1m top with using empty gunny/polythene bages filled with earth placed in 2 rows @0.6m apart and filled in between with puddle clay to from bund for an avarage height 2.00 m including labour dismantiling the bund after completion of the work etc. cmplete

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

4.1.8 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 : 4coarse sand : 8 graded stone aggregate 40 nominal size)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

5.1.3 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls( any thickness),including attached pilasters butteresses,plinth and sring course etc

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors roofs landing balconies and acces platform

60.63.2 FRP SHUTTERS- Supplying and fixing FRP shutters of suitable size to with stand the desingn and max water pressure and prescribed by the departmental offficer and instaling the FRP channels provided in the grooves alredy arranged and asper the direction of departmental officers

60.63.1 FRP SHUTTERS- Supplying and fixing FRP Channels of C profile and sill beam size 100 x 100 mm with flange of 50 to 75 mm depth in the grooves already arranged and asper the direction of departmental officers

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

10.25.2 Item shifted to sub head 14as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections / framed work, including cutting,hoisting,fixing in possions and applying a priming coat of approved steel primer using structureal steel etc. as required in grating,frames,guard bar,ladder,railings brackets and similar works

OD601/2022-2023 Supplying 65mm size pad locks for Cage of FRP Shutters

WATER HARVESTING STRUCTURE - POND @ THEKKEKARA 5X5X3 M

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

4.1.8 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 : 4coarse sand : 8 graded stone aggregate 40 nominal size)

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

10.25.2 Item shifted to sub head 14as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections / framed work, including cutting,hoisting,fixing in possions and applying a priming coat of approved steel primer using structureal steel etc. as required in grating,frames,guard bar,ladder,railings brackets and similar works

WATER HARVESTING STRUCTURE - POND @ IDAMBHAGAM 5X5X3.5 M

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

4.1.8 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 : 4coarse sand : 8 graded stone aggregate 40 nominal size)

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

4.1.3 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

10.25.2 Item shifted to sub head 14as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections / framed work, including cutting,hoisting,fixing in possions and applying a priming coat of approved steel primer using structureal steel etc. as required in grating,frames,guard bar,ladder,railings brackets and similar works

SIDE PROTECTION WALL USING DRY LATERITE 1.8M HIGHT 600M

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

4.1.8 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 : 4coarse sand : 8 graded stone aggregate 40 nominal size)

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

SIDE PROTECTION WALL USING DRY LATERITE 2.25 M HIGHT 100 M

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

4.1.8 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 : 4coarse sand : 8 graded stone aggregate 40 nominal size)

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

FOOT SLAB 1 M SPAN @ PADINJARATH VAYAL

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

5.1.3 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors roofs landing balconies and acces platform

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

FOOT SLAB 2 M SPAN @ PADINJARATH VAYAL

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

5.1.3 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors roofs landing balconies and acces platform

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

FOOT SLAB 2.5M SPAN @ PADINJARATH VAYAL

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

OD415/2022-2023 Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc completed

50.6.7.1 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.

5.1.3 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors roofs landing balconies and acces platform

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

DEEPENING AND WIDENING OF PADINJARATH THODU &PROVIDING RETAINING WALL 200RM

2.6.1 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil

od125/2023_2024 Laterite masonry with roughly dressed laterite stones of size 40x20x15 cm or nearest size with dry jointsincluding all cost conveyace etc complete

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

yosaf P K

K.T. DEVASIA

KODIKKANDY GROUP

VINOOP. E.V.

KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED