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| 1 | Dismantling of interlocking tiles including stacking of servicable materials and disposale of unservicable materials within a lead of 50 meters as per dircticon of EI/C. |
| 2 | Deduction for dismantled interlocking tiles. |
| 3 | Earth work cutting/ filling in ordinary soil excavation to be in the form regular pits note excluding 0.5M in depth and earth work embankment to be in 20 Cm layers including ramming and dressing the surface to required slows and also including 1.5M, lift and 30 M lead in all complete. site up to 10 km distance. |
| 4 | Grandular Sub- base with well Graded Material (A) BY Mix in place method construction of granular sub- base by providing well graded material, spreading in uniform layers with 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 Analysis) |
| 5 | 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) |
| 6 | 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). |
| 7 | 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) |
| 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 slab 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 |
