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| 1 | Cutting , breaking of lumps , loading ,transporting ,unloading,filling to line & level earth for making embankment for Internal roads (9.00mt &12 mt. wide ).The earth to be supplied by the contractor out side the scheme area.Scope of work also includes supply of all material, labour, T&P etc reqiured for the proper completion of the work ,true to line & level in layer of thickness not more than 200 mm. inclluding ramming and dressing the surface to required levels and slopes.Each layer to be thoroughly compacted by machenical means .Necessary watering including water charges is also included in the scope of work .The compaction shall have to be achieved at least 95% of proctor density in carraige way portion of the road. |
| 2 | Same as above item no 1 but without mechanical compaction. The earth to be supplied by the contractor out side the scheme area |
| 3 | Cleaning jungle including uprooting vegetations grass, bush,wood trees and saplings of grith upto 30 cm , measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meter out side the periphery of area cleared & removal of rubbish & disposing the same outside the scheme area as directed by E/I. The rate to also including loading , unloading , levelling & dressing to directed line & level in persentable shape as per UPPWD SI. No. 259 |
| 4 | Setting out of internal roads (9.00mt.,12.00mt.wide) layout as per approved layout plan by means of digital/Electronics survey equipments such as theodolite , level machine , DGPS ,& other required with accuracy & Dag belling 15 cm (6\\") deep in one line aligned , with flags and jhandis as directed by Engineer in incharge for permanent demarcation of Road on the ground.Scope of work also includes supply of all material , labour , T&P etc required for the proper completion of the work. As per UPPWD SI No. 760 |
| 5 | providing,Laying ,spreading and compacting available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator and soil stablizer with 5% slaked lime and 4% ordinary portland cement(opc) having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density (as per IRC 37-2018 & Mort&H specification) to form a layer of improved sub grade.The thickness of Subgrade shall not be less than 300mm. The rate includes supply of all material,labour,T&P etc required for the proper completion of the work inline with IRC & Mort&H specification.The work is to be carried out in layers as perscribed in IRC/Mort&H specification. (MORT&H S.I. No. 402) |
| 6 | providing, Laying,Spreading & Compacting of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with front end roller/rota-vator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per direction & satisfaction of E/I. The rate includes supply of all material,labour T&P etc required for proper completion of the work inline with IRC & Mort&H specification. (Close graded Granular sub-base Material as per table 400-1) |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per direction & satisfaction of E/I.The rate includes supply of all material,labour T&P etc required for proper completion of the work inline with IRC & Mort&H specification. (MORT&H S.I. No. 406) page No. 110. Please Enable Macros to View BoQ information |
