SOIL CONSERVATION WORKS AT BHOOTHATHAAN KUNNU SC COLONY AT CHADAYAMANGALAM GRAMA PANCHAYATH

Amount

RETAINING WALL 1 Mtr Height (115 Rm)

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto 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, propping etc. and removal of form work for: Foundation, footings, bases for columns.

RETAINING WALL 1.5 Mtr Height (81 Rm)

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto 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, propping etc. and removal of form work for: Foundation, footings, bases for columns.

RETAINING WALL 2 Mtr Height (60 Rm)

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto 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, propping etc. and removal of form work for: Foundation, footings, bases for columns.

RETAINING WALL 2.5 Mtr Height (28 Rm)

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

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

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 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 upto 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.

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

STABILIZATION STRUCTURE 0.8 Mtr Height (50 Rm)

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto 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, propping etc. and removal of form work for: Foundation, footings, bases for columns.

FIROSE P