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| 1 | Dismantling cement concrete the site and disposal of refuse material and stacking of useful material …………… all complete.(PWD SOR 2025-26, Chepter-10, Item No.6 ) |
| 2 | Dismentalling of B.O.E soling/Interlocking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (PWD SOR 2022-23, Chepter-17, Item No.19 New). |
| 3 | 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 ) |
| 4 | 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 2025-26, 3- Cartage, Item No. 08) |
| 5 | 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) . |
| 6 | M-15 Brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (PWD SOR 2025-26 Chapter No-06 Item No. 2 Spec. No. 6.1) |
| 7 | 12 mm thick plaster with cement mortar in proportion of 1:4 cement & coarse (Dholpur sand Not less than in 1.25 FM) of single coat for interior plastering upto floor two level including intarnal 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 | Supply & Laying of Ishaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25 mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Ordinary coloured) (PWD SOR 2025-26, Chepter-12, Item No. 10) |
| 9 | Supply & Laying of Ishaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25 mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Ordinary Grey) (PWD SOR 2025-26, Chepter-12, Item No. 10) |
| 10 | Proving and laying cement concrete in 1:2:4 with cement, coarse sand and 20mm guage stone aggregate, curing complete, including cost of form work. (PWD SOR 2025-26 Chapter No-05 Item No. 4.1 spec. No. 4.1.3). |
| 11 | R.C.C work with cement, coarse sand and 2 cm (3/4\\") gauge approved stone grit in the promotion 1:1.5:3 excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15. (PWD SOR 2025-26 Chapter No-05 Item No. 10 Spec. No. 5.1.2). |
| 12 | M.S. Steel / Reinforcement bars in plain cement concrete ……… ……….. Including all complete. (As per Analysis of Rate) |
| 13 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (D.S.R 2023-24 S.No. 10.01). Please Enable Macros to View BoQ information |
