tender for excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading ror embankment or stacking as directed. 2 construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader / paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 plant mix method and grading - i material 3 transportation of material obtained from excavation including soil, rubble, bricks, rcc concrete, kerb stones, steel railing, iron pipes, channels etc. obtained from dismantling, loading in a truck of minm.5 cum. capacity or designed capacity and transporting within the municipal limits or any designated place of corporation, unloading, stacking or spreading of material etc. complete. 5 pcc m15 for for bed blocks, 6 dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 8 providing and laying in-situ m3o grade unreinforced olain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and tine aggregate ( natural sand! vst grade finely washed crushed sand ) conforming to is 383, using fine and coarse aggregates combined gradation as per table 6o0-3 of morth specinication 2o13, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, iaying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound / by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, ad measuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-inl-charge. 1o nough shahabad stone flooring 2smm to 30mm thick in plain / diamond pattern providing and laying rough shahabad stone flooring 2smm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 c.m. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.