Flooring of Padauk Shed at Mill Division, Chatham

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil.

Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size) (Floor)

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 40 mm nominal size) (side wall)

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing up to floor five level precast cement concrete hollowblock, including hoisting and setting in position with cement mortar1:3 (1 cement : 3 coarse sand), cost of required centering, shutteringcomplete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) .

12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)

RAVI REALCONS PRIVATE LIMITED