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| 1 | Heavy Dressingdressing of the existing road including dressing high spots,filling low spots and making up loss of material /irregularities, removingof all vegetation,cambering,watering,rolling with 8-10 tonneroller to obtain a specified compaction etc 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. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 2 | Heavy Dressingdressing of the existing road including dressing high spots,filling low spots and making up loss of material /irregularities, removingof all egetation,cambering,watering,rolling with 8-10 tonneroller to obtain a specified compaction etc 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. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land |
| 4 | 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.(i) Private Land |
| 5 | Maintenance of Earthen shoulder (filling with fresh selected soil)1 Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903. |
| 6 | Gravel/Soil-Aggregregate surface course (table 400.3) (Only for PMGSY work) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 7 | Gravel/Soil-Aggregregate surface course (table 400.3) (Only for PMGSY work) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 8 | Gravel/Soil-Aggregregate surface course (table 400.3) (Only for PMGSY work) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 9 | Gravel/Soil-Aggregregate surface course (table 400.3) (Only for PMGSY work) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 10 | Gravel/Soil-Aggregregate surface course (table 400.3) (Only for PMGSY work) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
