Ward No. 11 aajad nagar me ramapal ke ghar se ansar ke ghar tak CC road va nalee ka nirman kary

Earth work in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 mtr(20") in depth & earthwork in embankment to be in 20cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5mtr (5ft) lifts and 30m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30mtr (100ft) distance as directed by the Engineer-in-charge. Cartage upto 5Km.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Brick masonry in 1:4 cement mortar

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501