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| 1 | Appendix A : URGENT RECTIFICATION WORK |
| 2 | OD319356/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 3 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method |
| 4 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 5 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 6 | OD319225/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorisedVinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminumsheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area notexceeding0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported onGI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properlydesigned foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cmbelow ground level including painting all exposed surface with 2 coats of epoxy painting overepoxy primer and as per approved drawing and clause 801 including lettering symbols etc. |
| 7 | Appendix B : SIDE PROTECTION |
| 8 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 9 | OD319229/2025-2026:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete |
| 10 | OD319226/2025-2026:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> |
| 12 | OD319228/2025-2026:Construction of embankment with approved material obtained from borrow pits with all liftsand leads, transporting to site, spreading, grading to required slope and compacting to meetrequirement of table 300-2. |
| 13 | OD319227/2025-2026:Providing and fixing guard Post :Providing and fixing guard Post of size 200mm X 200mm,900mm long,500mm above ground level and 400mm below retaining wall top casted in M20 Grade concrete reinforced with 4nos of 8mm Dia longitudinal bars and 6mm dia stirrups @100mm C/C ,firmly fixed in position by means of foundation of size 0.5m x 0.5m x0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white and black band 20cm wide Please Enable Macros to View BoQ information |
