Kalikulam watershed

Amount

Kalikulam padasekharam Deepening of main thodu -2400m

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 - Earth work excavation for main thodu

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 - Earth work for first lift

Formation formation of dividing bund-1662.70m

2.3.1(-2.4) Banking excavated earth in layers not exceeding 20 cm in depth,breaking clods,watering,rolling each layer wit 1/2 tonne roller,or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up,in embankments for roads,flood banks,marginal banks,and guide banks etc,lead up to 50m and lift up to1.5m,All kinds of soil-Bund formation

Deepening of Pallikulam

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- Earth work for pond

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 - Earth work for first lift

Deepening and widening of small thodu and chal portion-800m

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

Renovation of Ponds

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 - Earth work for pond

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 - Earth work for first lift

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

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

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

7.1.1 Random rubble masonry with hard stone in foundation and plinth includinf levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggrigate 20mm nominal size)up to plinth level with:Cement mortar1:6(1cement :6 coarse sand)

13.5.1 15mm cment plaster on rough side of single or half brick wall of mix:1:4(1cement:4 coarse sand)

60.2.2 Bailing out water Using 5HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil and other stores,pay of staff etc complete

Retaining wall 1.2m Height-60m

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 - Earth work for pond

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 20mm nominal size)

BABY P.M

PRINCE M P

HARISH A.A

JOSEPH V J