Construction of Compound Wall at MS Laiter Pyt. Laiter Block Pouni

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 1 Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil

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

1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed,(70% concrete)including all leads lift and carriage complete

Boulders (30%)including all leads lift and carriage complete

Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 fine sand) including all leads lift and carriage complete

Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)

Half brick masonry with bricks of class designation 75 in foundations and plinth in Cement mortar 1 :4 ( 1 cement : 4 coarse sand) including all leads lift and carriage complete

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) including all leads lift and carriage complete

Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 em), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in -charge including all leads lift and carriage complete

RAM BHAROSA