The Rate Analysis of Brick Masonary is depend on thickness of wall. In this article, the half brick thick wall is considered for the rate analysis.
Rate Analysis Of Brick Masonary (For 110mm Thickness)
Item Details: Brick Masonary 110mm Thick In CM 1:5
Quantity Assumed: 100sq-M
Rate Assumed,
Cement: 280Rs Per Bag
Sand: 990 Rs Per Cu-M
Brick: 7 Rs Per Unit
Labour Rate: 880 Rs Per Cu-M
Calculation for no. of bricks:
a) | Brick |
Brick size | 225mm x 110mm x 65mm |
Bricks per 1 Sq.m | (area of assumed )/(area of one brick)= (1×1)/(0.235×0.075) = 56.73=57 no say 60 nos per Sq.m |
b) | Mortor |
Qty. of mortor/cum | Qty. of whole masonary – Qty. of bricks = Qty. of mortor = 0.11 cum – (57 no x 0.225 x 0.11 x 0.065) = 0.018cum |
Dry vol of mortor | Wet volume + 20% Bulkage factor = 0.018 cum + 0.0036 cum = 0.0216 cum per Sq.m Say 0.022 cum per Sq. m |
Rate Analysis of Brick Masonary
Rate Analysis of Brick Masonary:
Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
A | Material | |||||
1 | Bricks | 100 sq-m x 60 no | 6000 | Nos | 7 | 42000 |
2 | Mortar | For 1 Sqm = 0.022 cum for 100 Sqm = 2.20 cum Therefore, 2.20/(Sum of proportion) Therefore, 2.20 cum/(1+4) Therefore, Value for One (1) is 0.44 | ||||
a | Cement | 0.44 cum x 30 | 13 | cum | 280 | 3528 |
(1cum = 30 bags) | ||||||
b | Sand | 0.44 cum x 4 | 1.68 | cum | 990 | 1663.2 |
Total of A | 47191.2 | |||||
B | Labour charges | 100 | sq-m | 160 | 16000 | |
C | Wastage @ 5% | 2359.56 | ||||
D | Scaffolding & tools @ 1% | 471.912 | ||||
E | Water & electricity including curing @ 2% | 943.824 | ||||
Total | 66966.496 | |||||
F | Add for profit & Overhead @15% | 10044.97 | ||||
Total rate | For 100sq-m | 77011.47 | ||||
Total rate | For 1sq-m | 770.1 |
Rate Analysis of Brick Masonary:
Note: Rates may be vary according to time and place.