Construction of Bituminous Road carpeting (1100m) in Bina Village, Bhanegaon, Nagpur.

Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. | Using Batch Mix Pint of appropriate capacity and Paver finisher Hydraustatic with Sensor for Grading |(40 mm nominal size ) bitumen content 3.4%

Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per cause 507 of specification for Grading Il (30-45 mm thickness ) with CRBM-60

Providing and laying seal coat sealing the voids in a bijuminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause of of specification Case - Il: Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve and penetration bitumen of suitable grade all complete as per clause 511 of specification.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface deaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.25 kg per sqm (normal bituminous surfaces)

Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface deaned with mechanical broom and as per relevant clauses of section-503 of specifications. @0.25 kg per sqm (norial, bituminous surfaces)

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m. All kinds of soil

Granular Sub-base with Well Graded Material (CDR>30 or more) (Table:- 400-1 & Table 400- 2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of R0 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-1 Material

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