Drainage Line Treatment works in Ambukuthi watershed in Muttil Panchayat in Wayanad district

Amount

WATER HARVESTING STRUCTURE 20MX12M

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.

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

5.1.2- 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)

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

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 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)

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

13.1, 13.1.1- 12mm plaster of mix 1:4 (1 cement:4 fine sand)

13.85.3- Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content. With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

13.71 Lettering with black Japan pint of approved brand and manufacture

RETAINING WALL AMBUKUTHI THODU 38.00M AND 1.80 HT(RIGHT SIDE)

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

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

5.1.2- 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)

RETAINING WALL AT PARAKKALTHODU 50.00M LENGTH AND 1.80 HEIGHT(LEFT SIDE)BELOW CANAL

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

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

5.1.2- 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)

RETAINING WALL AT KUTTAMANGALAM 70.00RM AND 1.20 HT(RIGHT SIDE)

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

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

5.1.2- 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)

RETAINING WALL AT PARAKKAL THODU 180.00M LENGTH 1.50 HT

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

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

5.1.2- 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)

RCC FARMPOND 4M Ø

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

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.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

OD 55/2023 - 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)

13.85.3 - Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content. With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.61.1 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.71 - Lettering with black Japan paint of approved brand and manufacture.

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.