PCC rate analysis is depend upon the proportion used for PCC. For the different proportions the rate Analysis for PCC will be different and the rate per activity will be different.
PCC rate analysis will always depend on,
- Grade of PCC
- Workmanship
- Raw materials
- Rate of materials
- Location of construction
- Transportations charges for materials
Rate Analysis for PCC in 1:3:6
Item Details: PCC at Plinth top in concrete mix 1:3:6
Quantity Assumed: 10cu-m
Rate Assumed:
- Cement: 280 Rs per bag
- Sand: 990 Rs per Cum
- Course Aggregate: 880 Rs per cum
- Labour charges: 1200 Rs per Cum
| Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
| A | Material | |||||
Ratio between Wet mix to Dry mix = 1cum : 1.52cum For 10 cum:15.20cum 15.20/(Sum of Proportion) 15.20cum/(1+3+6) Therefore, Value for 0ne (1) is 1.52 | ||||||
| 1 | Cement | 1.52 cum x 30 | 46 | bags | 280 | 12880 |
| (1cum = 30 bags) | ||||||
| 2 | Crush Sand/FA | 1.52 cum x 3 | 4.56 | cum | 990 | 4514.4 |
| 3 | Metal/CA | 1.52 cum x 6 | 9.12 | cum | 880 | 8025.6 |
| Total of A | 25420 | |||||
| B | Labour charges | 10 | no | 1200 | 12000 | |
| C | Wastage @ 5% | 1271 | ||||
| D | Plant & machinery @ 1% | 254.2 | ||||
| E | Water & electricity including curing @ 2% | 508.4 | ||||
| Total | 39453.6 | |||||
| F | Add for profit & Overhead @15% | 5918.04 | ||||
| Total rate | For 10cum | 45371.64 | ||||
| Total rate | For 1cum | 4537.2 |
Rate Analysis for PCC in 1:3:6
Rate estimated to complete PCC in 1:3:6 for 1cum is approximately, 4538 Rs per cum. The rate will be different for different locations, raw material etc.
Rate Analysis for PCC in 1:2:4
Item Details: PCC at foundation base in concrete mix 1:2:4
Quantity Assumed: 10cu-m
Rate Assumed:
- Cement: 280 Rs per bag
- Sand: 990 Rs per Cum
- Course Aggregate: 880 Rs per cum
- Labour charges: 1500 Rs per Cum
| Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
| A | Material | |||||
| Ratio between Wet mix to Dry mix = 1cum : 1.52cum For 10 cum:15.20cum 15.20/(Sum of Proportion) Therefore, 15.20cum/(1+2+4) Therefore, Value for 0ne (1) is 2.17 | ||||||
| 1 | Cement | 2.17 cum x 30 | 65.1 | bags | 280 | 18228 |
| (1cum = 30 bags) | ||||||
| 2 | Crush Sand/FA | 2.17 cum x 2 | 4.34 | cum | 990 | 4296.6 |
| 3 | Metal/CA | 2.17 cum x 4 | 8.68 | cum | 880 | 7638.4 |
| Total of A | 30163 | |||||
| B | Labour charges | 10 | no | 1500 | 15000 | |
| C | Wastage @ 5% | 1508.15 | ||||
| D | Plant & machinery @ 1% | 301.63 | ||||
| E | Water & electricity including curing @ 2% | 603.26 | ||||
| Total | 47576.04 | |||||
| F | Add for profit & Overhead @15% | 7136.41 | ||||
| Total rate | For 10cum | 54712.45 | ||||
| Total rate | For 1cum | 5471.2 |
Rate Analysis for PCC in 1:2:4
Rate estimated to complete PCC in 1:2:4 for 1cum is approximately, 5472 Rs per cum. The rate will be different for different locations, raw material etc.
Rate Analysis for PCC in 1:4:8
Item Details: PCC at foundation base in concrete mix 1:4:8
Quantity Assumed: 10cu-m
Rate Assumed:
- Cement: 280 Rs per bag
- Sand: 990 Rs per Cum
- Course Aggregate: 880 Rs per cum
- Labour charges: 1000 Rs per Cum
| Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
| A | Material | |||||
| Ratio between Wet mix to Dry mix = 1cum : 1.52cum For 10 cum:15.20cum 15.20/(Sum of Proportion) Therefore, 15.20cum/(1+4+8) Therefore, Value for 0ne (1) is 1.17 | ||||||
| 1 | Cement | 1.17 cum x 30 | 35.1 | bags | 280 | 10080 |
| (1cum = 30 bags) | ||||||
| 2 | Crush Sand/FA | 1.17 cum x 4 | 4.68 | cum | 990 | 4633.2 |
| 3 | Metal/CA | 1.17 cum x 8 | 9.36 | cum | 880 | 8236.2 |
| Total of A | 22950 | |||||
| B | Labour charges | 10 | no | 1000 | 10000 | |
| C | Wastage @ 5% | 1147.5 | ||||
| D | Plant & machinery @ 1% | 229.5 | ||||
| E | Water & electricity including curing @ 2% | 459 | ||||
| Total | 34786 | |||||
| F | Add for profit & Overhead @15% | 5217.9 | ||||
| Total rate | For 10cum | 40003.9 | ||||
| Total rate | For 1cum | 4000.4 |
Rate Analysis for PCC in 1:4:8
Rate estimated to complete PCC in 1:4:8 for 1cum is approximately, 4001 Rs per cum. The rate will be different for different locations, raw material etc.