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| 1 | Dismantling cement concrete pavement by mechanical means using pneumatic tools, breakingg to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately. (PWD SOR 2025-26, Chepter-10, Item No.6 ) |
| 2 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift up to 1.50m and lead upto 30m and including filling watering and ramming of excavated earth in to the trenches or into the space between thebuildingand the sides of foundation trenches or into the plinth and removal anddisposal of surplus earthas directedby the Engineer In-charge upto a distance of 30m from the foundation trenches. (PWD SOR 2025-26, Chepter-4, Item No.01 Spec- 251 ) |
| 3 | Disposal of malba from site with cartage up to 8km distance including loading & unloading, T&P etc. required for proper of work as direction by Engineer-In-Charge. (PWD SOR 2017-18, Chepter-3, Item No. 231a ) |
| 4 | providing and laying cement concrete in 1:4:8 (1 cement: 4coarse sand :8 graded stone aggregate 40mm norminal size) including supply of all materials, labour and T&P etc. (PWD SOR 2025-26, Chepter-5, Item No.03 Spec- 4.1 ) |
| 5 | RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.1). |
| 6 | R.C.C work in Wall (any thickness) including attached plasters, buttresses, plinth and string courses, fillers, columns, pillars, abutments, post and struts etc. including the cost of centering, shuttering, finishing and excluding reinforcement All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.2) |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelo roller to achieve the desired density. complete as per technical spercification clause-401 (As per Analysis of Rate) |
| 8 | RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (PWDSOR 2025-26 Chapter No-05 Item No.10 Spec. No. 5.1). |
| 9 | M.S or Iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary of the work and including the suply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. (As per Analysis of Rate) |
| 10 | M.S Speciefication Board including painting & writing |
| 11 | P/F of Inogration Granite stone including writing and Please Enable Macros to View BoQ information |
