Construction/Repair of CC Road Variaous Place W.No. 13 to 25

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, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20