Repair and Mtc. Work in DLP Roads under Risk and cost Construction of Various BT Road under DMFT Package No. RJ-07-06/2023-24.

NH-79 to Lambiya Kalan via mela Ground Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of Thorny jungle

Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15 ii)To achieve 95% Proctor density

Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-10 & 400-11 to Wet Mix Macadam Specification including premixing the material with water to OMC in mechanical mixer as per approved design mix, Carriage of mix material by tipper to site, laying in uniform layers with motor grader/F.E. Loader/ Paver Finisher in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (Morth Specification clause 406) by mechanical means with all lead

Providing and applying tack coat with bitumen emulsion VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3.0kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead.For grading-2 (layer thickness 50-75mm) using bitumen grade (VG-30)

Providing and Laying bituminous Concrete as per Design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E. Loader and HOT mixing of Binder (including cost of anti stripping compound,wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 tph transporting the mix material with tipper to paver and laying with sensor paver finisher