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| 1 | 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 ) |
| 2 | 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 ) |
| 3 | 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 ) |
| 4 | 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). |
| 5 | 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) |
| 6 | 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. (PWD SOR 2025-26 Chapter No-06 Item No. 2 Spec. No. 6.1) |
| 7 | 12mm Cement plaster with cement mortar in proportion of 1:3 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.. (PWD SOR 2025-26, Chepter-7, Item No.1 Spec. No. 13.9) |
| 8 | CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork .......................... 1501 (approved Quarri grit) (PWD SOR 2025-26, Chepter-12, SI N0-11). |
| 9 | RCC Work Providing and laying inposition specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement All work upto plinth level :1:1.5:3 (1cement :1.5 coarse sand: 3graded stone aggregate 20mm nominal size) (PWDSOR 2025-26 Chapter No-05 Item No.8 Spec. No. 5.1). |
| 10 | 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) |
| 11 | M.S Speciefication Board including painting & writing |
| 12 | P/F of Inogration Granite stone including writing and Please Enable Macros to View BoQ information |
