Construction of Culvert at nallah near Kutial Mohalla W.No 5, Pyt Sermanjla, Block Chanunta

Amount

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres 70% all kind soil and 30% Ordinary Rock Including all leads, lift and carriage complete.

Providing and laying in position of cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregates 40mm nominal size) Including all leads, lift and carriage complete.

Providing and laying in position of cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregates 20mm nominal size) Including all leads, lift and carriage complete.

Dumping / filling of stones including cost of stones. In horizontal on level. Including all leads, lift and carriage complete. Including all leads, lift and carriage complete.

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

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 upto 50 m and lift upto 1.5 m.

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate Including all leads, lift and carriage complete.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) Including all leads, lift and carriage complete.

MAHESH CHANDER