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| 1 | Clearing grass andremoval of rubbish upto a distance of 30 meters outside the periphery of the area as per technical specification clause 201. |
| 2 | Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimmimg bottom and side slope in accordance with requirement of line grade and cross section and transporting to the embankment location within all lifts & lead upto 1000meter etc. |
| 3 | Compacting Original ground supporting Subgrade (Loosening of the ground a level of 500mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction) |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading, grading to required slope and compacted in layers to meet requirement of Table 300-2. |
| 5 | Construction of granular sub-base(for grading-I material) byproviding close graded material,spreading to uniform layers with motor graded on prepared surface, mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per technical specification. |
| 6 | Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M-30 grade,coarse or fine aggregate conforming to IS:P383……….curing of concrete slabs for 14 days |
| 7 | 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.)Box cutting |
| 8 | Providing PCC M-15 in open foundation complete as per drawing and technical specifications |
| 9 | Random Rubble Masonry Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 10 | Random Rubble Masonry Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 11 | PCC Grade M20 in open foundation complete as per drawing and technical specifications |
| 12 | 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 |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 14 | 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. |
| 15 | Carriage of material(A) SAND - (1+19) KM |
| 16 | (B) STONE CHIPS - (1+29) KM |
| 17 | (C) STONE METAL - (1+29) KM |
| 18 | (c) Boulder, lead (1+29) km |
| 19 | Add 18% GST Amount |
| 20 | Add 1% Labour Cess Amount Please Enable Macros to View BoQ information |
