Details: construction of granular sub-base by providing coarse graded material, spreading in uniform layears with motor graded on prepared surface, mixing by mix in place method with rotavator at omc,mord si. no.4.1 ch-20 p/ laying in cement concrete 1:5:10 (1 cement 5 fine sand 10 stone ballast 40 mm nominal size) and curing complete inclduing supply of all materials, labour and t&p etc required for proper completion of work as per direction of dsr. si. no. 4.1.10 ch 05 construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base m-30 (grade) (1:1.5:3), with 43 grade cement @ 400 kg per , coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal join
Sector: RDPR