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| 1 | Sub Head -I Retaining Wall 77.90 Mtr 10 Nos |
| 2 | 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.Ordinary soilManual Meansupto 3 mtr |
| 3 | 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. |
| 4 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M20 |
| 5 | Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 6 | 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 |
| 7 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 8 | Sub Head -II RCC Culvert 6 Mtr 1 No |
| 9 | 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 materialManual MeansDepth upto 3m |
| 10 | 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. |
| 11 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
| 12 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationA RCC Grade M20 Case I Using Concrete Mixer(i) For solid slab super-structure, 20-30% of (a+b+c)(p) Height upto 5m |
| 13 | Supplying, fitting and placing HSD bar reinforcement in Superstructure complete as per drawing and technical specification |
| 14 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical SpecificationGranular material |
| 15 | 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 |