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| 1 | (1) Silikha Bazar To Kharikatia Gaon Connecting Road (From Ch 1.00 m to 1000.00 m)Heavy DressingHeavy 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, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road in accordance with Technical Specification and as directed by the Engineer. |
| 2 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 |
| 3 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 4 | (2) Bossa Sonariali Road (from Ch.0.00 m to 700.00 m)under SOPD-G (State Priority Scheme)Heavy DressingHeavy 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, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road in accordance with Technical Specification and as directed by the Engineer. |
| 5 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 |
| 6 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 7 | (3) Eraltolo to Dhubuni Connecting Road (Ch.500.00 m to 1700.00 m.L-1.200 KM)Heavy DressingHeavy 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, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road in accordance with Technical Specification and as directed by the Engineer. |
| 8 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 10 | (4) Dekiajuli Tea Estate Gandhi Nagar to Medical Connecting Road (Ch.0.00 m to 1000.00 ader SOPD-G (State Priority Scheme) for the year 2025-26Heavy DressingHeavy 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, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road in accordance with Technical Specification and as directed by the Engineer. |
| 11 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 |
| 12 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 13 | Earth work in excavation for foundation of structuresupto as per drawing and technical specifications setting including out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil.A. Manual Means (Without dewatering) |
| 14 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105, (II)ii) Granular Material |
| 15 | Providingand layingreinforcedcement concretepipeNP3 for culvertson first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1106 |
| 16 | Backfilling in foundation Trenches as per drawng and technical specification clause 1108 |
