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| 1 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm),includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. & removing to unservicable soil |
| 2 | a) NH-275 |
| 3 | b) NH-648 |
| 4 | Clearing cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha Iateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- ln-Charge and as per Maintenance Standard Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon).a) Drains having depth upto 0.6 meter |
| 5 | a) NH-275 |
| 6 | b) NH-648 |
| 7 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials by (Tractor) and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete (For new road) - In area of light jungle by Mechanical means. |
| 8 | a) NH-275 |
| 9 | b) NH-648 |
| 10 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, includingcost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete exepet lead for bitumen & emulsion. Grading II 13mm (Nominal size) and other items mentioned in Clause 3 of Section 7 of comtract agreement. |
| 11 | a) NH-275 |
| 12 | b) NH-648 |
| 13 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, includingcost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete exepet lead for bitumen & emulsion. Grading II 13mm (Nominal size) and other items mentioned in Clause 3 of Section 7 of comtract agreement. |
| 14 | NH - 275 (Selected Stretch) |
| 15 | From Km 132.324 to 150.100 (2Lane with Paved Shoulders) |
| 16 | From Km 151.100 to 154.3004(Lane with Devided Carriageway without Paved shoulder) |
| 17 | From Km 154.300 to 161.380(2Lane with Paved Shoulders) |
| 18 | From Km 161.380 to Km 162.380(4Lane with Devided Carriageway without Paved shoulder) |
| 19 | From Km 162.380 to Km 169.500(2Lane with Paved Shoulders) |
| 20 | From Km 169.500 to Km 170.500(4Lane with Devided Carriageway without Paved shoulder) |
| 21 | From Km 170.500 to Km 171.850(2Lane with Paved Shoulders) |
| 22 | From Km 190.400 to Km 193.400(4Lane with Devided Carriageway without Paved shoulder) |
| 23 | From Km 211.250 to Km 213.000(4Lane with Devided Carriageway without Paved shoulder) |
| 24 | NH - 948 |
| 25 | i) For 35.93Km (Intermediate lane without paved shoudler) |