Rate Analysis for RCC is depend upon the proportion used for RCC. For the different proportions the rate Analysis for RCC will be different and the rate per activity will be different:

## Rate Analysis for RCC in 1:1:2

Item Details: RCC footing/raft in concrete mix 1:1:2

Quantity Assumed: 10cu-m

Rate Assumed,

Cement: 280Rs per bag

sand: 990 Rs per cu-m

C.A: 880 Rs per cu-m

Labour Rate: 2700 Rs per cu-m

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+1+2) Therefore, Value for 0ne (1) is 3.80 | ||||||

1 | Cement | 3.8 cum x 30 | 114 | bags | 280 | 31920 |

(1cum = 30 bags) | ||||||

2 | Crush Sand/FA | 3.8 cum x 1 | 3.8 | cum | 990 | 3762 |

3 | Metal/CA | 3.8 cum x 2 | 7.6 | cum | 880 | 6688 |

Total of A | 42370 | |||||

B | Labour charges | 10 | no | 2700 | 27000 | |

C | Wastage @ 5% | 2118.5 | ||||

D | Plant & machinery @ 1% | 423.7 | ||||

E | Water & electricity including curing @ 2% | 847.4 | ||||

Total | 72759.6 | |||||

F | Add for profit & Overhead @15% | 10913.94 | ||||

Total rate | For 10cum | 83673.54 | ||||

Total rate | For 1cum | 8367.4 |

This is the sample calculation for RCC in 1:1:2. You can change the proportion are re calculate the rates

## Rate Analysis for RCC in 1:1.5:3

Item Details: RCC column/beam/slab in concrete mix 1:1.5:3

Quantity Assumed: 10cu-m

Rate Assumed,

Cement: 280Rs per bag

sand: 990 Rs per cu-m

C.A: 880 Rs per cu-m

Labour Rate: 3200 Rs per cu-m

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+1.5+3) Therefore, Value for 0ne (1) is 2.76 | ||||||

1 | Cement | 2.76 cum x 30 | 83 | bags | 280 | 23184 |

(1cum = 30 bags) | ||||||

2 | Crush Sand/FA | 2.76 cum x 1.5 | 4.14 | cum | 990 | 4098.6 |

3 | Metal/CA | 2.76 cum x 30 | 8.28 | cum | 880 | 7286.4 |

Total of A | 34569 | |||||

B | Labour charges | 10 | no | 3200 | 32000 | |

C | Wastage @ 5% | 1728.45 | ||||

D | Plant & machinery @ 1% | 345.69 | ||||

E | Water & electricity including curing @ 2% | 691.38 | ||||

Total | 69334.52 | |||||

F | Add for profit & Overhead @15% | 10400.18 | ||||

Total rate | For 10cum | 79734.70 | ||||

Total rate | For 1cum | 7973.5 |

This is the sample calculation for RCC in 1:1.5:3. You can change the proportion are re calculate the rates