Retender of RIDF-XXV- Thettikkalam Padasekharam Flood control and drainage management Scheme in Harippad block, Alapuzha district

Amount

Thettikkalam padasekharam Retaining wall 1.0m height, 986 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 kinds of soil - for side cutting

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil - for foundation

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 - for foundation and superstructure

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)

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Retaining wall 1.50m height, 1912 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 kinds of soil- for side cutting

OD 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 kinds of soil for foundation

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 - for foundation and superstructure

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)

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Retaing wall -2.00m height, 50 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 kinds of soil - for side cutting

OD 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 kinds of soil for foundation

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 shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Ramp 2m height, 1 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 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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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)

Sluice -3.50 m span, 1 No. at engine thara bhagom

60.1.1 RING BUND Type I Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.50m , height 2.0m using emty gunny/ polythene bags filled with earth placed 2 rows at 0.60m apart and filled in between with puddle clay to form bund including labour dismantling the bund after completion of the work etc. complete.

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 kinds of soil

OD 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.

OD Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (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, including getting out the excavated soil and disposal of surplus excavated soil as directed. within a lead 50m. All kinds of soil.

OD Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

60.64.1 Cocunut Piule- Supplying and stacking well matured straight cocunut post for driving down through various strata below bed level including cost of conveyance labour charges etc. complete

60.64.4 Cocunut pile- Driving down cocunut pile to lines and levels through various strata including all hire charges and labour for fixing , staging plat form and all other appliances for pile driving down after pointing the bottom end

51.2.4 Filling with Sand. Supplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing etc complete for improving bearing capacity of soil

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 : 6 graded stone aggregate 40 mm nominal size)

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

5.1.3 Providing and laying in possition 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 course sand: 4 Graded stone aggregete 20mm nomonal size)

5.1.2 Providing and laying in possition 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 course sand: 3 Graded stone aggregete 20mm nomonal 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, propping etc. and removal of form work for:retaining wall, return walls, (any thickness) including attached pilasters, butresses, plinth and string courses fillets, kerbs and steps etc.

5.9.3 Centering and shuttering including strutting, etc. and removal of form for suspended floors, roofs, landings, balconies and acess platform

60.8 Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete.

Sluice -5.50 m span, 1 No. at puthenparambu muttu bhagom

60.1.1 RING BUND Type I Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.50m , height 2.0m using emty gunny/ polythene bags filled with earth placed 2 rows at 0.60m apart and filled in between with puddle clay to form bund including labour dismantling the bund after completion of the work etc. complete.

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 kinds of soil

OD 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.

OD Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (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, including getting out the excavated soil and disposal of surplus excavated soil as directed. within a lead 50m. All kinds of soil.

OD Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

60.64.1 Cocunut Piule- Supplying and stacking well matured straight cocunut post for driving down through various strata below bed level including cost of conveyance labour charges etc. complete

60.64.4 Cocunut pile- Driving down cocunut pile to lines and levels through various strata including all hire charges and labour for fixing , staging plat form and all other appliances for pile driving down after pointing the bottom end

51.2.4 Filling with Sand. Supplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing etc complete for improving bearing capacity of soil

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 : 6 graded stone aggregate 40 mm nominal size)

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

5.1.3 Providing and laying in possition 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 course sand: 4 Graded stone aggregete 20mm nomonal size)

5.1.2 Providing and laying in possition 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 course sand: 3 Graded stone aggregete 20mm nomonal 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, propping etc. and removal of form work for:retaining wall, return walls, (any thickness) including attached pilasters, butresses, plinth and string courses fillets, kerbs and steps etc.

5.9.3 Centering and shuttering including strutting, etc. and removal of form for suspended floors, roofs, landings, balconies and acess platform

60.8 Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete.