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Sub - Bases &
Bases |
| 4.1
- Granular Sub-Base with Close Graded Material-I/Plant Mix Method 4.2 - Granular Sub-Base with Close Graded Material-II/Plant Mix Method 4.3 - Granular Sub-Base with Close Graded Material-III/Plant Mix Method 4.4 - Granular Sub-Base with Close Graded Material-I/By Mix in Place Method 4.5 - Granular Sub-Base with Close Graded Material-II/By Mix in Place Method 4.6 - Granular Sub-Base with Close Graded Material-III/By Mix in Place Method 4.7 - Granular Sub-Base with Coarse Graded Material-I 4.8 - Granular Sub-Base with Coarse Graded Material-II 4.9 - Granular Sub-Base with Coarse Graded Material-III 4.10 - Lime Stabilization for Improving Sub-grade By Mechanical Means 4.11 - Lime Stabilization for Improving Sub-grade By Manual Means 4.12 - Lime Treated Soil for Sub- Base 4.13 - Cement Treated Soil Sub Base/ Base 4.14 - Cement Treated Crushed Rock or combination/Sub base Material Grading 4.15 - Cement Treated Crushed Rock or combination/Base Material Grading 4.16 - Making 50 mm x 50 mm Furrows 4.17 - Inverted Choke 4.18 - Water Bound Macadam By Manual Means 4.19 - Water Bound Macadam By Mechanical Means 4.20 - Crushed Cement Concrete Sub-base / Base 4.21 - Penetration Coat Over Top Layer of Crushed Cement Concrete Base 4.22 - Wet Mix Macadam 4.23 - Construction of Median and Island from existing soil 4.24 - Construction of Median and Island from Imported Soil 4.25 - Footpaths and Separators 4.26 - Crusher Run Macadam Base By Mix in Place Method/53 mm Aggregate 4.27 - Crusher Run Macadam Base By Mix in Place Method/45 mm Aggregate 4.28 - Crusher Run Macadam Base By Mixing Plant/53 mm Aggregate 4.29 - Crusher Run Macadam Base By Mixing Plant/45 mm Aggregate 4.30 - Lime, Flyash Stabilized Soil Sub-Base |
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