Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)I Ordinary soilA Manual Means(i) upto 3 m depth
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PCC 1:3:6 in Foundation (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 vibration including curing for 14 days.)
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsa) RCC Grade M20
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsa) RCC Grade M20, Height upto 5m- Case I Using concrete Mixer
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material
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