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| 1 | SH: RCC Slab culvert 1.50 Mtr span - 37 Nos and 2.00 Mtr span - 4 No.s |
| 2 | 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.)A. Manual Means(i) upto 3 m depth |
| 3 | i) Ordinary Soil |
| 4 | ii) Ordinary Rock (not requiring blasting) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
| 6 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.a) Square Rubble Coursed Rubble Masonry (first sort) |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.RCC Grade M20Using Concrete Mixer |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 9 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.a) RCC Grade M25Using Concrete Mixer |
| 10 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 11 | 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 |
| 12 | SH: Retaining wall 3.0 M height - 350.00 Mtr, 4.0 M height - 100.00 Mtr and Breast wall 3.0 M height - 450.00 Mtr. |
| 13 | 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.)A. Manual Means(i) upto 3 m depth |
| 14 | i) Ordinary Soil |
| 15 | ii) Ordinary Rock (not requiring blasting) |
| 16 | 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.) |
| 17 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsPCC Grade M15 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 20 | 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 Please Enable Macros to View BoQ information |
