CONSTRUCTION OF YARBAL AT MIR MOHALLA BANIMPORA RATNIPORA

Earth work in excavation by manual means 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:

supplying and placing of dry stone solling hand packed tightly incl plum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 13.1.2 1 :4 ( 1 cement : 4 fine sand)

Carriage of sand Aggregates for 10 kms by MT incl head load of 50 mts

Provision for Sighnboard and Photographs , carriage of cement and other unforseen items , site-Clearance (as approved by Engineer in-charge) Unforseen items