Details: initial rehabilitation construction of granular sub-base (grading iii) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieve the desired density,complete as per mord technical specification clause 401 as per direction of engineer-in-charge. (a) sahada to nischantapur road (pmgsy package no or-02-294(b) (b) amarada station feeder road to basatapur (pmgsy package no or-02-adb-34 ) construction of panelled cement concrete pavement(pccp), thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2, m30 (grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of
Sector: Road development