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| 1 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 2 | Granular Sub-base with well Graded Material (Table 400.1) Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. |
| 3 | WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 |
| 4 | Interlocking Providing and Laying Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1500 |
| 5 | Brick masonary Brick masonary work in (1:3) cement coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification |
| 6 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per MoRTH Technical Specification Clause No. 304 |
| 7 | 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. As per MoRTH Technical Specification Clause No.2100 |
| 8 | RCC Grade M20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & Concrete pump. As per MoRTH Technical Specification Clause No. 12.8(C) |
| 9 | RCC Grade M25 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & Concrete pump. As per MoRTH Technical Specification Clause No. 14.1 (A) |
| 10 | HYSD Substructure Supplying, fitting and placing HYSD bar reunforcement in substructure complete as per drawing and Technical Specificatins. As per MoRTH Technical Specification Clause No. 1600 & 2200 |
| 11 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. As per MoRTH Technical Specification Clause No. 2702 |
| 12 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 2706 & 2200(9.17) |
| 13 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 2501.2(9.27) |
| 14 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 15 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Please Enable Macros to View BoQ information |
