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| 1 | Road Concrete Work |
| 2 | SITE CLEARANCE |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 4 | EARTH WORK AND EXCAVATION |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 7 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm,complete in all respects. |
| 8 | ROAD CONCRETE |
| 9 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 10 | Road Concrete Work |
| 11 | SITE CLEARANCE |
| 12 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 13 | EARTH WORK AND EXCAVATION |
| 14 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 15 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 16 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm,complete in all respects. |
| 17 | ROAD CONCRETE |
| 18 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 19 | Road Concrete Work |
| 20 | SITE CLEARANCE |
| 21 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 22 | EARTH WORK AND EXCAVATION |
| 23 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 24 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 25 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm,complete in all respects. |
| 26 | ROAD CONCRETE |
| 27 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 28 | Road Concrete Work |
| 29 | SITE CLEARANCE |
| 30 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 31 | EARTH WORK AND EXCAVATION |
| 32 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 33 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 34 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm,complete in all respects. |
| 35 | ROAD CONCRETE |
| 36 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 37 | Road Concrete Work |
| 38 | SITE CLEARANCE |
| 39 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 40 | EARTH WORK AND EXCAVATION |
| 41 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 42 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 43 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm,complete in all respects. |
| 44 | ROAD CONCRETE |
| 45 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete Please Enable Macros to View BoQ information |
