10-npp sandila me wn11 me ramvilas ke makan se prem ke makan se mangaleshwar mahadev mandir tak va poorvi mata mandir se sachin gupta tak cc sadak va nali nirman karya

Eearthwork in excauvation ilc all comp.AS S.I.NO-251.

Plain cement Concrement 1:6:12 nominal mix in |foundation with crushed aggregate 40 mm nominal size 3 mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.AS |S.I.NO.(273)

Supplying fitting and placing HYSD bar reinforcement 6 in superstructure complete as per drawing and Technical Specifications clauses.S.I.NO.(504)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in ৪ place method with rotavator at OMC, and compactina with smooth wheel roller to achieve the desired |density, complete as per Technical Specification Clause 401.

Construcation of un-reinforceed, dowel jointed at expanssion and construction joint only, plain cement |concrete payment, thickness as |desing 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 25 mm Mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid |in approved fixed side lorwork (steel plates including leveling the |formwork as per drawing)spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, |constrution joint, applying deboning strips, primer, sealamt dwell bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of