CONSTRUCTION OF YATRI SHED AT SHEETALA MATA MANDIR, DIST. MAINPURI.

Excavation in foundation in ordinary soil (Loam, Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as dircted by the Engineer In-charge upto a dostance of 30 m from the foundation trenches

Providing and laying cement concrete in 1:4:8( 1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In foundation and floors.

Cement concrete Work in 1:1.5:3 with Cement, C/Sand & 20mm gauge stone grite including supply of all labour & material completion of the work.PWD 4.1

Class-150 (Non Modular) brick work in 1:4 with Cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

Class-150 (Non Modular) brick work in 1:6 with Cement and coarse sand mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of the work.

Class-150 (Non Modular) brick work in 1:4 with Cement and coarse sand mortar insuprer structureabove plinth level upto floor five level including supply of all materials, labour and T&P etc. required for proper completion of the work.

RCC work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, coloums, pillars, abutments, posts and struts etc. including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 ( 1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Footing

Plinth band

Coloum

RCC work in beams, lintels, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 ( 1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Sunshade