Rate analysis
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls
DSR rate₹879.05per sqm
Above 20 cm wide
- Item code
- 5.9.16.2
- Sub-head
- SH 5 · REINFORCED CEMENT CONCRETE
- Unit
- sqm
- Source row
- 594
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 10Nos of size 4mx4m slab 25cm thick | |||||
| 16 metre edge length | |||||
| Shuttering surface area = 10x16 x 0.25 = 40 sqm | |||||
| MATERIAL | |||||
| 1198 | Second class kail wood in planks | 10 cudm | 20 | ₹260.00 | ₹5,200.00 |
| (i) Planks 38mm thick | |||||
| 10x4x4x0.25x0.038 = 1.52 | |||||
| Wastage @ 5% = 0.08 | |||||
| Total = 1.60 cum. = 1600 cudm | |||||
| Qty taken for cost of using once = 1600/8 = 200 cudm | |||||
| 1197 | Second class kail wood in scantling | 10 cudm | 21.88 | ₹260.00 | ₹5,688.80 |
| (ii) Battens | |||||
| 10x6x2x0.6x0.075x0.100=0.54 | |||||
| 10x5x2x1.5x0.075x0.100=1.13 | |||||
| Total = 1.67 | |||||
| Wastage @ 5% = 0.08 | |||||
| Total= 1.75 cum. = 1750 cudm | |||||
| Qty taken for cost of using once = 1750/8 = 218.8 cudm | |||||
| 2204 | Carriage of Timber | cum | 0.419 | ₹0.00 | ₹0.00 |
| Planks = 1.6 cum. | |||||
| Battens = 1.75 cum. | |||||
| Total = 3.35 cum. | |||||
| Qty taken for cost of using once = 3.35/8 = 0.419 cum | |||||
| LABOUR | |||||
| For assembling erection dismantling & cleaning. | |||||
| 0112 | Carpenter 2nd class | day | 10 | ₹816.00 | ₹8,160.00 |
| 0114 | Beldar | day | 7.5 | ₹736.00 | ₹5,520.00 |
| 9999 | Sundries | L.S. | 65 | ₹2.27 | ₹147.55 |
Rate build-up
| TOTAL | ₹24,716.35 |
| Add 1 % Water charges on "W" | ₹247.16 |
| TOTAL | ₹24,963.51 |
| Add GST on "X" (multiplying factor 0.2127) | ₹5,309.74 |
| TOTAL | ₹30,273.25 |
| Add 15% CPOH on "Y" | ₹4,540.99 |
| TOTAL | ₹34,814.24 |
| Add Cess @ 1% on "Z" | ₹348.14 |
| Cost of 40 sqm. | ₹35,162.38 |
| Cost of 1 sqm. | ₹879.06 |
| Say | ₹879.05 |