Construction of CC Road work from Omwati House To Gaurav Path

Dressing of earth work in surface excavation including cutting and filling upto 30cm depth i

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone

Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material

Providing and laying rolled cement concrete mix of M-10 basecourse with coarse and fine aggregate conforming to IS:383, thesize of coarse aggregate not exceeding 25 mm with minimumaggregate cement ratio 15:1 and minimum cement content of 200kg/cum, aggregate gradation to be as per table 600-4 after blending,mixing in batching plant at optimum moisture content, transporting tosite, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve the designedflexural strength, finishing and curing complete as per clause 603,112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion

Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20

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