Part IInd Construction of Footpath at Bhanwar Kalan Talab D/s Jahazpur Municipal Board.

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

Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per able 600-1, cement content not to be less than 150 kg/ cum, optimum monisture content to be determined during trail length construction, concrete strenght not to be less than 100 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 6601, 112 of MoRT&H specification including all material, labour , machinery, lighting, gurading and maintenance of diversion.

Providing, lowering 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 IS383, 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 divesion. PCC M-20