Event | Unit | Detail | ID |
---|---|---|---|
Bituminous Road Surface, Mechanical Means | π©
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications.
|
53 | |
Capping Layer | π©
Construction of Subgrade and Earthen Shoulders with approved Material. Capping Layer
|
54 | |
Cement and Soil | π©
Cement Stabilization / Ecological Road pavement Providing , laying and spreading available soil with 5 % cement and 25 % sand on soil (thickness 25 cm) mixing, grading and compacting at OMC ( roughly 0.33 lit of water per kg of cement) to the desired density to form a layer of sub grade/ dust free( Ecological) Road pavement as per Drawing and Technical Specifications.
|
59 | |
Compacting, Original Ground | π©
Compacting original ground supporting sub-gradeLoosening of the ground up to a level of 500 mm below the sub-grade level, watered, graded and compacted in layers as per Drawing and Technical Specifications.
|
55 | |
Compacting, Original Ground and Embankment | π©
supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications.
|
56 | |
Granular Road Surface, Manual Means | π©
Scarifying the existing road surface to a depth of 50 mm and disposal of scarified Material with all lifts and leads as per Drawing and Technical Specifications. Manual Means
|
50 | |
Granular Road Surface, Manual Means, Lead Up to 30m | π©
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified Material with all lifts and leads within Right of way as per Drawing and Technical Specifications. Manual Means, Lead Up to 30m.
|
51 | |
Granular Road Surface, Mechanical Means, Lead Up to 30 m. | π©
Scarifying the existing road surface to a depth of 50 mm and disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications. Mechanical Means, Lead Up to 30 m.
|
52 | |
Hand Packing Cobbel Stone | π©
Providing and laying of hand pack Cobble Stone ( approx size 10 cm * 9 cm * 9cm )with granular material bedding on prepared surface as per Drawing and Technical Specifications.
|
62 | |
Hand Packing Stone Soling | π©
Providing and laying of hand pack Stone soling with 150 to 200 mm thick stones and packing with smaller stone on prepared surface as per Drawing and Technical Specifications.
|
61 | |
Lime and Soil, Manual Means | π©
Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per cent of CaO, mixing, grading and compacting at OMC to the desired density to form a layer of sub grade as per Drawing and Technical Specifications. Manual Means
|
58 | |
Lime and Soil, Mechanical Means | π©
Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per cent of CaO, mixing, grading and compacting at OMC to the desired density to form a layer of sub grade as per Drawing and Technical Specifications. Mechanical Means
|
57 | |
Polymer Based | π©
Providing , laying and spreading Polymer based stabilizer, mixing, grading and compacting to form a layer of sub grade as per Drawing and Technical Specifications.
|
60 |