Table 6 Cost analysis of flexible pavement for various mixes.
From: Sustainable subgrade improvement with calcium carbide residue and rice husk ash
S. No. | Material combinations | Top Width (m) | Bottom width (m) | Height (m) | Volume (m3) | Rate per m3 (INR) | Cost (INR) | Overall Cost (INR) | Saving in Cost (INR LACS) | |
|---|---|---|---|---|---|---|---|---|---|---|
1 | BCS::100 | Bituminous Course | 3.75 | 3.91 | 0.04 | 153.2 | 30,400 | 4,657,280 | 33,274,130 | NA |
DBM Course | 3.91 | 4.47 | 0.14 | 586.6 | 18,000 | 10,558,800 | ||||
Granular Base | 4.47 | 5.47 | 0.25 | 1242.5 | 7100 | 8,821,750 | ||||
Granular Sub Base | 5.47 | 6.27 | 0.2 | 1174 | 5700 | 6,691,800 | ||||
Subgrade (BCS::100) | 6.27 | 8.27 | 0.5 | 3635 | 700 | 2,544,500 | ||||
S. No. | Material combinations | Top Width (m) | Bottom width (m) | Height (m) | Volume (m3) | Rate per m3 (INR) | Cost (INR) | Overall Cost (INR) | Saving in Cost (INR LACS) | |
2 | BCS: CCR::90:10 | Bituminous Course | 3.75 | 3.91 | 0.04 | 153.2 | 30,400 | 4,657,280 | 30,257,830 | 3,016,300 |
DBM Course | 3.91 | 4.35 | 0.11 | 454.3 | 18,000 | 8,177,400 | ||||
WBM Course | 4.35 | 5.35 | 0.25 | 1212.5 | 7100 | 8,608,750 | ||||
Sub-base Course | 5.35 | 6.15 | 0.2 | 1150 | 5700 | 6,555,000 | ||||
Subgrade (BCS: CCR::90:10) | 6.15 | 8.15 | 0.5 | 3575 | 650 | 2,323,750 | ||||
BCS:90 | - | - | - | 3217.5 | 700 | 2,252,250 | ||||
CCR:10 | - | - | - | 357.5 | 20 | 7150 | ||||
S. No. | Material combinations | Top Width (m) | Bottom width (m) | Height (m) | Volume (m3) | Rate per m3 (INR) | Cost (INR) | Overall Cost (INR) | Saving in Cost (INR LACS) | |
3 | BCS: CCR: RHA::75:10:15 | Bituminous Course | 3.75 | 3.91 | 0.04 | 153.2 | 30,400 | 4,657,280 | 28985156.25 | 4288973.75 |
DBM Course | 3.91 | 4.31 | 0.1 | 411 | 18,000 | 7,398,000 | ||||
WBM Course | 4.31 | 5.31 | 0.25 | 1202.5 | 7100 | 8,537,750 | ||||
Sub-base Course | 5.31 | 6.11 | 0.2 | 1142 | 5700 | 6,509,400 | ||||
Subgrade (BCS: CCR: RHA::75:10:15) | 6.11 | 8.11 | 0.5 | 3555 | 665 | 2,364,075 | ||||
BCS:75 | - | - | - | 2666.25 | 700 | 1,866,375 | ||||
CCR:10 | - | - | - | 355.5 | 20 | 7110 | ||||
RHA:15 | 533.25 | 15 | 7998.75 |
