Soil ad Water COnservation in Valayamthode II MicrowatershedPhase II of Thaliparamba LAC in Kannur in NIDA assistance

Amount

CONSTRUCTION OF SIDE PROTECTION WALL USING LATERITE STONE 1.00 M HEIGHT (TYPE A)-200 Rm

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges 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

5.22.6 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

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

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

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

13.71 Lettering with black japan paint of approved brand and manufacture

CONSTRUCTION OF SIDE PROTECTION WALL USING LATERITE STONE 1.50 M HEIGHT (TYPE B)-345 Rm

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges 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

5.22.6 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

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

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

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

13.71 Lettering with black japan paint of approved brand and manufacture

CONCRETE CHECKDAM 3m SPAN -2 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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

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

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges etc complete.

4.1.5 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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

4.1.2 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (cement : 1.5 coarse sand : 3 graded stone aggregate 20mm 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

4.3.2 Centering and shuttering including strutting, etc. and removal of form for:Retaining walls return walls (Any thickness) including attached pilasters butteresses, plinth and string courses fillets kerbs and steps etc

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

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)

60.63.1 FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers.

60.63.2 FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental officers.

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

13.71 Lettering with black japan paint of approved brand and manufacture

60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete

CONCRETE CHECKDAM 4m SPAN - 1No.

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

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

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges etc complete.

4.1.5 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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

4.1.2 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (cement : 1.5 coarse sand : 3 graded stone aggregate 20mm 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

4.3.2 Centering and shuttering including strutting, etc. and removal of form for:Retaining walls return walls (Any thickness) including attached pilasters butteresses, plinth and string courses fillets kerbs and steps etc

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

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)

60.63.1 FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers.

60.63.2 FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental officers.

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

13.71 Lettering with black japan paint of approved brand and manufacture

60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete

PERCOLATION POND OF SIZE 6X4X2 M - 1 No

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

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

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges etc complete.

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

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

4.1.5 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

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

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

13.37.1 White washing with lime to give an even shade:New work (three or more coats)

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

13.71 Lettering with black japan paint of approved brand and manufacture

60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete

CONSTRUCTION OF CROSS BUND -3M WIDTH -5Nos

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges 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

5.22.6 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

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

CONSTRUCTION OF CROSS BUND -2M WIDTH -5Nos

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 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kind of Soil

od728/2022_2023 Laterate masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges 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

5.22.6 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

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

MUSTHAFA SB

NAVIN CHANDRA T

MAHESH P M

ABDULLA A T

KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED

M K Ratnakaran

kc joseph