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| 1 | Dismantiling cement concrete pavement by mechanical means using pneumatic tools. Breakingg to pieces not exceeding 0.02 Cum in volume and stcok piiling at designated locations and disposal of dismantied materials up to a lead of 1000 meters, stacking servicable and unservicable materials separately. (PWD SOR 2025-26, Chepter-10, Item No.6) |
| 2 | Excavation in foundation in ordinary soil or silt (loam, clay or sand) including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or into plinth and removal and disposal of surplus earth as directed by thr Engineer in charge up to a distance of 30m from the foundation trenches.(PWD SOR 2025-26, chepter-4, Item No.01 Spec-251) |
| 3 | Providing and laying cement concrete in 1:4:8 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. (PWD SOR 2025-26 Chapter No-05 Item No. 3 spec. No. 4.1) |
| 4 | R.C.C work Providing and laying in position specified grade of reinforced cement concrete, 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) (PWDSOR 2025-26 Chapter No-05 Item No. 8 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 (PWDSOR 2022-23 Chapter No-05 Item No. 5.2spec. No. 5.2) |
| 6 | 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) |
| 7 | R.C.C work Providing and laying in position specified grade of reinforced cement concrete, 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) (PWDSOR 2025-26 Chapter No-05 Item No. 8 spec. No. 5.1) |
| 8 | 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 supply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. .(As per Analysis) |
| 9 | M.S Speacification Board including painting & writing. |
| 10 | P/F of Inogration Ganite stone including writing and Please Enable Macros to View BoQ information |
