Constt. of waiting shed of shamshanghat at chann morian

Amount

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:All kinds of soil :25 meter beyond 1 m from cutting edge

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:5:10(1 cement:5 coarse sand:10 garded stone )40 mm nominal size including all lift and carriages

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6(1 cement:3 coarse sand:6 garded stone )20 mm nominal size including all carriages and carriages

Reinforced cement concrete work in beams, suspended floors, roofs having slope °, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including carriage

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

Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand)

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

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:2:4(1 cement:2 coarse sand:4 garded stone )20 mm nominal size including all carriages and carriages

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

Centering and shuttering including strutting, propping etc. and removal of form work for

Foundations, footings, bases for columns

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slab under 20 cm wide

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

Columns, pillars, piers, abutments, posts and struts.

Providing and making CIB of approved size by way of making another layer of 12 mm thick plaster with 1:4 cement mortar on front side outer plastered surface, painting and writings as per the direction of engineer in-charge including supply of materials, carriages all complete. L.M.R.

Kewal Krishan