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| 1 | Construction of WBM,WMM & BC WORKS (0/000 Km to 40/00 Km) |
| 2 | Wet Mix Macadam (Providing and laying spreading and compacting graded stone aggregate WMM specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform laying with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to acieved the desired density. |
| 3 | Water Bound Macadam (providing and laying spreading and compacting graded stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stageto proper grade and camber. Applying and brooming requisite type of screening binding material to fill up interstices of course aggregate, wearing and compaction to the required density). |
| 4 | Gradeing II Using Screening Type A(13.2 mm Agg.) |
| 5 | Grading III Using Screening Type B (11.2 mm Agg) |
| 6 | Prime Coat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means. |
| 7 | Bituminous Concrete- Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premix with bituminous binder@ 5.4 to 5.6 % of mix and filler transporting the hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects) Annexure-I |
| 8 | For grading II (10 mm nominal size) |
| 9 | Construction ofRetaining Wall at km 2/000 Length=35 mts |
| 10 | Excavation of soil by manual . Earthwork excavation for foundation of structures as per drawing and technical specification. |
| 11 | Dry Rubble Flooring |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. |
| 13 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoarsed Rubble masonry |
| 14 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 15 | Construction of Breast Wall at Location 10/400 Km Length 30m |
| 16 | Excavation of soil by manual . Earthwork excavation for foundation of structures as per drawing and technical specification. |
| 17 | Dry Rubble Flooring |
| 18 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. |
| 19 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoarsed Rubble masonry |
| 20 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
| 21 | Construction of Breast Wall at Location 11/900 Km Length 25m |
| 22 | Excavation of soil by manual . Earthwork excavation for foundation of structures as per drawing and technical specification. |
| 23 | Dry Rubble Flooring |
| 24 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. |
| 25 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoarsed Rubble masonry |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
| 27 | Construction of Breast Wall at Location 37/200 Km Length 25m |
| 28 | Excavation of soil by manual . Earthwork excavation for foundation of structures as per drawing and technical specification. |
| 29 | Dry Rubble Flooring |
| 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. |
| 31 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoarsed Rubble masonry |
| 32 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
| 33 | Construction of Breast Wall at Location 36/450 Km Length 30 m |
| 34 | Excavation of soil by manual . Earthwork excavation for foundation of structures as per drawing and technical specification. |
| 35 | Dry Rubble Flooring |
| 36 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. |
| 37 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoarsed Rubble masonry |
| 38 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
