RENOVATION OF NJEKLI PALLOM Under Kasaragod District Panchayat Annual Plan 2022-23

Amount

Renovation of Njekli Pallom

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

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

OD 1847/2022-23 Laterite dry Masonry using laterite stone of size 30cmx20cmx20cm including all cost of materials labour charges etc complete.

od 1796/2022-23 Laterate masonry with neatly dressed laterate stone of size 30cmx20cmx20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost centering and shuttering finishing and reinforcement -All work upto plinth level 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm 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 level Thermo-Mechanically Treated bars of grade Fe-500D or more

5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Stairs,(excluding landings, except spiral- staircases)

13.1.1 12mm thick Cement plaster of mix 1:4 ( 1 Cement : 4 fine sand )

10.26.3 Providing and fixing hand rail of approved size by welding etc, to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. G.I.pipes

16.70.1 Providing and lfixing GI Chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in charge, Made of G.I wire of dia 4mm

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

4.1.3 Providing and laying in position specified grade excluding the cost centering and shuttering, - All work upto plinth level 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size)

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m

2.7.1 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.Ordinary rock

safwan c

MUHAMAD RASHID K

SHAFEEQ C.A