Sub - Bases & Bases

(Rate Analysis of Following Items are Covered in Roads Software)
 

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