Rate analysis
Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.
DSR rate₹5,170.25per stone
50x152.5x25 cm size
- Item code
- 16.24.2
- Sub-head
- SH 16 · ROAD WORK
- Unit
- stone
- Source row
- 930
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for one stone | |||||
| (i) Cement concrete 1:1.5:3 (1 cement :1.5 Coarse sand :3 graded stone aggregate 20mm nominal size) | |||||
| 0.50x0.25x1.145m = 0.143cum. + | |||||
| 0.52x0.27x0.13m = 0.018cum. + | |||||
| 1/2x22/7x(0.25)²x0.25m = 0.025cum. | |||||
| = 0.186 cum. | |||||
| 4.1.2 | Rate as per item no 4.1.2 of S.H. Concrete Work. | cum | 0.19 | ₹8,340.85 | ₹1,584.76 |
| (ii) Extra for laying cement concrete in RCC work | |||||
| 0114 | Beldar | day | 0.019 | ₹736.00 | ₹13.98 |
| 0101 | Bhisti | day | 0.038 | ₹816.00 | ₹31.01 |
| 0123 | Mason 1st class | day | 0.008 | ₹897.00 | ₹7.18 |
| 0124 | Mason 2nd class | day | 0.008 | ₹816.00 | ₹6.53 |
| 0128 | Mate | day | 0.008 | ₹816.00 | ₹6.53 |
| (iii) M.S. reinforcement- | |||||
| 0.19cum @48.06kg/cum. =9.131kg. | |||||
| 5.22.1 | Rate as per item no. 5.22.1 of SH : Reinforced cement concrete work | kg | 9.13 | ₹107.10 | ₹977.82 |
| (iv) Centering and shuttering- | |||||
| (0.50+2x0.25)x1.145 = 1.145 sqm | |||||
| 1/2x(0.25)²x3.142 = 0.098 | |||||
| 3.142(0.25)x(0.25) =0.196 | |||||
| (0.52+2x0.27)x0.13 =0.138 | |||||
| 2x0.52x0.01 =0.10 | |||||
| 2x2x0.25x0.01 =0.010 | |||||
| 1x0.50x0.25 =0.125 | |||||
| =1.722sqm. Say 1.72 sqm | |||||
| 5.9.1 | Rate as per item No.5.9.1 of SH : Reinforced cement concrete work | sqm | 1.72 | ₹392.15 | ₹674.50 |
| (v) 6mm cement plaster 1:3 (1 Cement : 3 fine sand)- | |||||
| Qty. as per centering and shuttering | |||||
| = 1.722sqm. + | |||||
| 0.50x1.145 = 0.572 + | |||||
| 0.52x0.13 = 0.068sqm. + | |||||
| 1/2x(0.25)²x3.142 = 0.098 + | |||||
| 2x0.52x001 = 0.010 | |||||
| = 2.470sqm Sq. 2.47 sqm. | |||||
| MATERIAL | |||||
| 0367 | Portland Cement (OPC-43 grade) | tonne | 0.09 | ₹5,156.00 | ₹464.04 |
| 2209 | Carriage of Cement | tonne | 0.09 | ₹0.00 | ₹0.00 |
| 0983 | Fine sand (zone IV) | cum | 0.2 | ₹980.00 | ₹196.00 |
| 2261 | Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand) | cum | 0.2 | ₹0.00 | ₹0.00 |
| Labour for mortar | |||||
| 0114 | Beldar | day | 0.013 | ₹736.00 | ₹9.57 |
| 0101 | Bhisti | day | 0.001 | ₹816.00 | ₹0.82 |
| 9999 | Hire and running charges of mixer | L.S. | 0.52 | ₹2.27 | ₹1.18 |
| 9999 | Sundries | L.S. | 0.26 | ₹2.27 | ₹0.59 |
| Labour for plaster | |||||
| 0155 | Mason (average) | day | 0.126 | ₹857.00 | ₹107.98 |
| 0115 | Coolie | day | 0.185 | ₹736.00 | ₹136.16 |
| 0101 | Bhisti | day | 0.227 | ₹816.00 | ₹185.23 |
| 9999 | Extra for removing burr | L.S. | 3.38 | ₹2.27 | ₹7.67 |
| 9999 | Scaffolding, sundries etc. | L.S. | 2.86 | ₹2.27 | ₹6.49 |
| (vi) Labour for fixing | |||||
| 0114 | Beldar | day | 0.2 | ₹736.00 | ₹147.20 |
| 9977 | Carriage to site | L.S. | 13.52 | ₹2.27 | ₹30.69 |
Rate build-up
| Say 0.19cum. | — |
| Say 9.13 kg. | — |
| TOTAL | ₹4,595.93 |
| Add 1 % Water charges on "W-A" | ₹13.59 |
| TOTAL | ₹4,609.52 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹291.92 |
| TOTAL | ₹4,901.44 |
| Add 15% CPOH on "Y-A" | ₹249.65 |
| TOTAL | ₹5,151.09 |
| Add Cess @ 1% on "Z-A" | ₹19.14 |
| Cost per stone | ₹5,170.23 |
| Say | ₹5,170.25 |