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| 1 | Heavy Dressing Heavy Dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rollong with 8 to 10 tonne roller to obtain a specified compactionetc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 2 | Maintenance of Earthen Shoulder (fillingwith fresh selected soilMaking up loss of material/irregularities on shoulders to the design level by adding fress approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification Clause 1903. |
| 3 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 4 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 5 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 6 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 7 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 8 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
| 9 | Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface courseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 402. |
