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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick / Tile work By Manual Means |
| 2 | 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 and backfilling the excavation earth to the extent required and utilising the remaining earth loccaly for road work. |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size echanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 5 | Reinforced cement concrete wearing coat M-30 grade Ex. Cluding reinforcement complete as per drawing and technical Specification. |
| 6 | Reinforced cement concrete wearing coat M-30 grade Ex. Cluding reinforcement complete as per drawing and technical Specification. |
| 7 | Reinforced cement concrete wearing coat M-30 grade Ex. Cluding reinforcement complete as per drawing and technical Specification. |
| 8 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 9 | Plain/Reinforced cement concrete for wakk (wing & curtain) etc. Complete as per drawing and Technical specification RCC M-20 |
| 10 | Providing weep holes in brick masonry/Plain/Reinfored concrete abutment, wing wall/return wall with 110 mm dia pvc pipe, extending through the full width of the structure with slopes of IV :20H towards drawing foce, Complete as per drawing and Technical Specification |
| 11 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 12 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 13 | Construction of embankment with approved material obtained from all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 |
| 14 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 15 | Providing and laying of 1000 mm dia Hume pipe NP3 at site including all Please Enable Macros to View BoQ information |
