RIDF-XXIV- Puthenkari Arunoottam Padasekharam Flood control and drainage management Scheme in Chambakulam block.

Amount

Puthenkari Arunnottum padasekharam Retaining wall 1.5m height, 1194Rm

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 first lift, In or under water - 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

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

Retaining wall 2.00m height, 191 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 first lift, - 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 first lift, In or under water - 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

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

Retaing wall -2.50m height, 52 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 first lift, - 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 first lift, In or under water - 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

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

Toe wall 1.20m height, 804Rm length.

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

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

Ramp, 3nos.

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

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

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)

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

PVC pipe belowcross bund (6m length), 15 nos

OD Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150mm outer dia

Box culvert -1.80m span, 1 No.

60.1.2 RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.00m , height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work clearing the site by dismantling the bund after completion of the work etc. complete.

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 pump set. 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 kind of soil.Side cutting and Foundation

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 for first lift, In or under water

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

60.64.6 Cutting and removing excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

16.3.9 Supplying and stacking at site good earth

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

4.1.6 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)

60.7.4 DR packing for Aprons- Rough stone dry packing for apron with good quality blasted rubble including conveyance of materials and 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

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, colums, pillars, piers, abutments, posts and struts etc up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 ( 1 cement : 1.50 coarse sand : 3 graded stone aggregate 20 mm nominal size)

4.2.3 Providing and laying in position cement concrete in retaining wall, return wall, walls (any thickness) including attached pilasters, buttresses, string or lacing courses, sunken floor, fillets, colums, pillars, piers, abutments, posts and struts etc up to floor five level of specified grade excluding the cost of centering and shuttering and finishing - l:1:2:4 (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

13.16.1 6mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

Raising the existing dividing bund 1062 Rm

OD Banking excavated earth in layers not exceeding 20 cm in depth breaking clouds etc

Pipe culvert- 3nos.

60.1.2 RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.00m , height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work clearing the site by dismantling the bund after completion of the work etc. complete.

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 pump set. 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 kind 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

60.7.2 DR packing under foundation- Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6

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 (1 cement : 3 coarse sand : 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 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) direction of departmental officers at site

60.7.4 DR packing for Aprons- Rough stone dry packing for apron with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site

OD Providing and laying 750mm dia RCC pipes including collar jointed with stuff mixture of cement mortar in the propotion of 1;2 (1 cement: 2Fine sand ) etc. complete

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.

13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

2.38 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layers should not exeed 15cm) with intermediate layer of compacted earth (soil density of 98%) after every four layers of compacted depth of fly ash, sides& top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by engineer in charge, including compacting each layer by Rolling / ramming and watering, all complete as paer drawing and direction of Engineer -in- charge

SUDHEER BABU CONSTRUCTION

K M DAVID