RENOVATION OF CHENAMKULAM SASTHAMKOTTA PANCHAYATH

Amount

RENOVATION OF CHENAMKULAM KARINTHOTTUVA

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

od3699/2020_2021 Earth work (2.6.1;2.26.1) for side cutting above 1.5m height

od3698/2020_2021 2.6.1;2.26.1;2.26.1 Earth work excavation llnd 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.

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

5.9.1 Centering and shuttering including strutting, etc. and removal of form work for: Foundation, footings, bases for columns, etc for mass concrete.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)

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)

50.2.3.1 Pumping orBailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete.

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