| Start | End | Step | Default TW P | |
|---|---|---|---|---|
| Chainage m | Proposed | Existing | ||
|---|---|---|---|---|
| Top Width m | Height m | Top Width m | Height m | |
| 0 | ||||
| 100 | ||||
| 200 | ||||
| 300 | ||||
| 400 | ||||
| 500 | ||||
| 600 | ||||
| 700 | ||||
| 800 | ||||
| 900 | ||||
| 1000 | ||||
| Earthwork Calculation Statement | |||||||||||||
| Chainage | Proposed Earthwork | Existing Earthwork | Net Earthwork | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Top W | Bot W | Height | Area | Mean Area | Top W | Bot W | Height | Area | Mean Area | Mean Net | Dist | Qty | |
| 0 | 6.00 | 6.85 | 0.426 | 3.75 | 4.36 | 0.305 | |||||||
| 100 | 6.00 | 6.99 | 0.493 | 3.201 | 1.601 | 4.05 | 4.42 | 0.185 | 0.783 | 0.392 | 1.209 | 100 | 120.879 |
| 200 | 6.00 | 6.79 | 0.394 | 2.519 | 2.860 | 3.95 | 4.49 | 0.270 | 1.139 | 0.961 | 1.899 | 100 | 189.871 |
| 300 | 6.00 | 6.98 | 0.491 | 3.187 | 2.853 | 4.10 | 4.42 | 0.160 | 0.682 | 0.911 | 1.943 | 100 | 194.266 |
| 400 | 6.00 | 6.98 | 0.491 | 3.187 | 3.187 | 4.00 | 4.38 | 0.190 | 0.796 | 0.739 | 2.448 | 100 | 244.823 |
| 500 | 6.00 | 6.60 | 0.301 | 1.897 | 2.542 | 3.75 | 3.93 | 0.090 | 0.346 | 0.571 | 1.971 | 100 | 197.099 |
| 600 | 6.00 | 6.65 | 0.326 | 2.062 | 1.979 | 3.75 | 4.08 | 0.165 | 0.646 | 0.496 | 1.484 | 100 | 148.365 |
| 700 | 6.00 | 6.95 | 0.476 | 3.083 | 2.572 | 3.95 | 4.21 | 0.130 | 0.530 | 0.588 | 1.984 | 100 | 198.424 |
| 800 | 6.00 | 7.23 | 0.613 | 4.054 | 3.568 | 3.80 | 4.44 | 0.320 | 1.318 | 0.924 | 2.644 | 100 | 264.377 |
| 900 | 6.00 | 7.00 | 0.502 | 3.264 | 3.659 | 3.85 | 4.55 | 0.350 | 1.470 | 1.394 | 2.265 | 100 | 226.469 |
| 1000 | 6.00 | 6.88 | 0.438 | 2.820 | 3.042 | 4.00 | 4.50 | 0.250 | 1.063 | 1.266 | 1.776 | 100 | 177.567 |
| Grand Total | 1962.139 | ||||||||||||
| Chain. | No | L | B | ÷ | = Result | |
|---|---|---|---|---|---|---|
| 0.000 |
| Chain. | No | L | B | D | = Result | |
|---|---|---|---|---|---|---|
| 0.00 | ||||||
| 0.00 | ||||||
| 0.00 |
| Chain. | No | L | B | D | = Result | |
|---|---|---|---|---|---|---|
| 0.00 |
| Chain. | No | L | B | = Result | |
|---|---|---|---|---|---|
| 3750.00 |
| Measurement - Earthwork | ||||||||||||
| Total | - | Left Out | = | Actual Length | ||||||||
| 2 | - | 0.5 | = | 1.500 | Km | |||||||
| It No | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300 mm; removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle. | ||||||||||
| No | L | B | D | |||||||||
| 0 | x | 2000 | x | 1.5 | / | 10000 | = | 0.000 | Hect | |||
| Total | = | 0.000 | Hect | |||||||||
| Say | = | 0.000 | Hect | |||||||||
| It No | 2 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 Mt. lead. | ||||||||||
| No | L | B | D | |||||||||
| 0/000 | 0 | x | 100 | x | 4.05 | x | 0.4 | = | 0.00 | Cum | ||
| 1/750 | 0 | x | 50 | x | 4.05 | x | 0.6 | = | 0.00 | Cum | ||
| 1/860 | 0 | x | 140 | x | 4.05 | x | 0.45 | = | 0.00 | Cum | ||
| Total | = | 0.00 | Cum | |||||||||
| Say | = | 0.00 | Cum | |||||||||
| It No | 3 | Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. (A) R.C.C. work. | ||||||||||
| No | L | B | D | |||||||||
| 0/000 | 0 | x | 300 | x | 3.75 | x | 0.2 | = | 0.00 | Cum | ||
| Total | = | 0.00 | Cum | |||||||||
| Say | = | 0.00 | Cum | |||||||||
| It No | 4 | Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff. | ||||||||||
| No | L | B | ||||||||||
| 0/160 | 1 | x | 1000 | x | 3.75 | = | 3750.00 | Sqm | ||||
| Total | = | 3750.00 | Sqm | |||||||||
| Say | = | 0.00 | Sqm | |||||||||
| It No | 5 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T. (E) From Borrow area within Land Width (upto 10 ton). | ||||||||||
| As Per Separate Sheet Attached | Say | = | 0.00 | Cum | ||||||||