Beautification work of Chitra Park Situated in ward 41 Awas Vikas Hanspuram Zone-2.

earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in- Charge: 2.1.1 All kinds of soil.o 0.30 M

Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 cement : 6 coarse sand (zone-Ill): 12 graded Brick aggregate 40 mm (nominal size)

Excavating, suppling and filling of local earth ( incuding royalty) by mechenical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth sides of foundation etc. Excavating, suppling and filling of local earth ( incuding royalty) by mechenical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth sides of foundation etc.

Class-150 brick work in 1:4 cement, c. sand in foundation and pilnth etc all complete. Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plllinth in. Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay (non modular) bricks of class -150 in super structure Cement mortar 1:4 (1 cement: 4 coarse sand) Brick work with common burnt clay (non modular) bricks of class -150 in super structure above plinth level up to floor V level in all shapes and sizes. Cement mortar 1:4 (1 cement: 4 coarse sand)

12 mm cement plaster of mix 1:4 (l cement: 4 coarse sand) 12 mm cement plaster of mix

Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.

Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.

Supply & Laying Of 80mm thick rubber moulded interlocking tiles with local sand 25-40 mm thick etc all complete. Providing and laying of Interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.

Providing and Laying damp-proof course 25mm thick with cement concrete 1:2:4 etc all complete. providing and laying damp-proof course 25mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-iii):4 graded stone aggregate 12.5 mm nominal size