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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m 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 directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. SI No-251

Earth work in filling by cartage of earth including all charges for proper completion of work As Per Analysis.

Construction of Granular sub base by providing will graded material spreadingin uniform layers with motograder on prepared surface mixing by mix in place method with smooth wheel roller to achieve the desired density complete as per technical specification clause 401.including all charges etc.

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. Ch-5 SI No- 2

Class-150 (Non Modular) brick work in 1:4 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 Ch-6 SI No- 5

Providing and laying cement concrete in M-15 Oppen foundation complete. Ch-6 SI NO-6

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. Ch- 13 SI No- 13.4.1

Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. CH-05 SI No- 07

RCC work Providing and laying In position specified grade of reinforced cement concrete, including the cost of centering, shattering, finishing and excluding reinforcement - Atl work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2

Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more.