DrainageLine Works in KAlindhipuzha watershed in Thirunelly Panchayat Wayanad distirct under RKI

Amount

R.C.C Farm Pond (4.0 m Dia) - 16 Nos

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

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

5.1.2- Providing and laying in position specified grade of reinfoced cement concrete, excluding the cost of centering, shuttering, finishing and reiforcement - All work up to plinth level 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.9.12 Centering and shuttering including strutting etc and removal of form for well steining

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

OD I/K - Sinking of 4 m external diameter well (other than pneumatic method of sinking) through clayey soil, complete as per drawing and technical specifications, depth of sinking as reckoned from bed level, depth below bed level

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

13.44.1 - Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg /10 sqm)

13.71 - Lettering with black Japan paint of approved brand and manufacture. DPT OF SOIL SURVRY AND SOIL CONSERVATION DSCO WAYANAD, INFRASTRUCTURE DEVELOPMENT OF KALINDHIPUZHA WATERSHED UNDER RKI

50.2.3.1 - Pumping or bailing out water and removing slush etc. by using pumpset including cost of labour, oil hire charges of pumpse etc.

Construction of Concrete Retaining Wall (1.25 m Height) in Aakkal Thodu

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

4.1.8-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:4:8 (1cement:4 coarse sand :8graded stone aggregate 40 nominal size)

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

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)

Construction of Concrete Retaining Wall (1.25 m Height) in Sarvani Thodu Right side of thodu 90 m and left side 30 m

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

4.1.8-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:4:8 (1cement:4 coarse sand :8graded stone aggregate 40 nominal size)

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

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)

Concrete Leading Channel at Thalamalakkunnu - 50 Rm

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

4.1.8-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:4:8 (1cement:4 coarse sand :8graded stone aggregate 40 nominal size)

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

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

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

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

DR Retaining Wall at Aravanazhi Colony - 25 Rm

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up to 1.5 m,disposed earth to be levelled and neatly dressws.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.

5.9.1 - Centering and shuttering including strutting etc and removal of form for foundation, footings, base of columns etc for mass concrete

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

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

50.6.7.1 - Laterite masonry with neatly dressed laterite stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of matereals, labour charges etc

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

13.44.1- Finishing walls with water proofing cement paint of required shade . New work ( Two or more coats applied @3.84 kg/ 10 sqm

13.71 - Lettering with black Japan paint of approved brand and manufacture. DPT OF SOIL SURVRY AND SOIL CONSERVATION DSCO WAYANAD, INFRASTRUCTURE DEVELOPMENT OF KALINDHIPUZHA WATERSHED UNDER RKI

ABDUL SAJEER K P

ABDUL AZEEZ H

RAFEEQUE P.T

MANOJ K N