Rate analysis
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.
DSR rate₹878.90as per item analysis
- Item code
- 4.9
- Sub-head
- SH 4 · CONCRETE WORK
- Unit
- See analysis
- Source row
- 1395
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of Cost for one bollard | |||||
| MATERIAL | |||||
| Cement concrete 1:2:4 | |||||
| 3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum | |||||
| 5.1.3 | Rate as per Item no. 5.1.3 SH : RCC | cum | 0.007 | ₹8,583.40 | ₹60.08 |
| Centering and shuttering | |||||
| 3.14x(0.125)x0.60 = 0.24 sqm | |||||
| 5.9.1 | Rate as per Item no. 5.9.1 SH : RCC | sqm | 0.24 | ₹392.15 | ₹94.12 |
| M.S. pipes ( medium class) | |||||
| 50 mm dia sleeve =1x0.30x5.10 =1.53 kg | |||||
| 40 mm dia pipe =1x0.45x3.61 =1.62 kg | |||||
| M.S. plate 3mm thick =(0.15x0.15)x23.55 =0.53 kg | |||||
| Total =3.68 kg | |||||
| 10.1 | Rate as per Item no.10.1SH : Steel work | kg | 3.68 | ₹117.35 | ₹431.85 |
| Excavation | |||||
| 0.25x0.25x0.45 = 0.03 cum | |||||
| 2.8.1 | Rate as per Item no. 2.8.1 SH : Earth work | cum | 0.03 | ₹260.30 | ₹7.81 |
| Cement concrete 1:3:6 | |||||
| 4.1.5 | Rate as per Item no. 4.1.5 SH : Cement concrete | cum | 0.03 | ₹7,294.70 | ₹218.84 |
| 6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm | |||||
| 5.23 | Rate as per Item no. 5.23 SH : RCC | sqm | 0.25 | ₹300.45 | ₹75.11 |
| 9988 | Carriage and fixing charges | L.S. | 13 | ₹2.27 | ₹29.51 |
| 4.9 A | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing | — | — | — | — |
| Details of Cost for one bollard | |||||
| MATERIAL | |||||
| Cement concrete 1:2:4 | |||||
| 3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum | |||||
| 5.1.3A | Rate as per Item no. 5.1.3 SH : RCC | cum | 0.007 | ₹8,404.05 | ₹58.83 |
| Centering and shuttering | |||||
| 3.14x(0.125)x0.60 = 0.24 sqm | |||||
| 5.9.1 | Rate as per Item no. 5.9.1 SH : RCC | sqm | 0.24 | ₹392.15 | ₹94.12 |
| M.S. pipes ( medium class) | |||||
| 50 mm dia sleeve =1x0.30x5.10 =1.53 kg | |||||
| 40 mm dia pipe =1x0.45x3.61 =1.62 kg | |||||
| M.S. plate 3mm thick =(0.15x0.15)x23.55 =0.53 kg | |||||
| Total =3.68 kg | |||||
| 10.1 | Rate as per Item no.10.1SH : Steel work | kg | 3.68 | ₹117.35 | ₹431.85 |
| Excavation | |||||
| 0.25x0.25x0.45 = 0.03 cum | |||||
| 2.8.1 | Rate as per Item no. 2.8.1 SH : Earth work | cum | 0.03 | ₹260.30 | ₹7.81 |
| Cement concrete 1:3:6 | |||||
| 4.1.5 A | Rate as per Item no. 4.1.5 A SH : Cement concrete | cum | 0.03 | ₹6,347.75 | ₹190.43 |
| 6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm | |||||
| 5.23 | Rate as per Item no. 5.23 SH : RCC | sqm | 0.25 | ₹300.45 | ₹75.11 |
| 9988 | Carriage and fixing charges | L.S. | 13 | ₹2.27 | ₹29.51 |
| 4.9 B | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Aggregate (RA), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing | — | — | — | — |
| Details of Cost for one bollard | |||||
| MATERIAL | |||||
| Cement concrete 1:2:4 | |||||
| 3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum | |||||
| 5.1.3A | Rate as per Item no. 5.1.3 SH : RCC | cum | 0.007 | ₹8,404.05 | ₹58.83 |
| Centering and shuttering | |||||
| 3.14x(0.125)x0.60 = 0.24 sqm | |||||
| 5.9.1 | Rate as per Item no. 5.9.1 SH : RCC | sqm | 0.24 | ₹392.15 | ₹94.12 |
| M.S. pipes ( medium class) | |||||
| 50 mm dia sleeve =1x0.30x5.10 =1.53 kg | |||||
| 40 mm dia pipe =1x0.45x3.61 =1.62 kg | |||||
| M.S. plate 3mm thick =(0.15x0.15)x23.55 =0.53 kg | |||||
| Total =3.68 kg | |||||
| 10.1 | Rate as per Item no.10.1SH : Steel work | kg | 3.68 | ₹117.35 | ₹431.85 |
| Excavation | |||||
| 0.25x0.25x0.45 = 0.03 cum | |||||
| 2.8.1 | Rate as per Item no. 2.8.1 SH : Earth work | cum | 0.03 | ₹260.30 | ₹7.81 |
| Cement concrete 1:3:6 | |||||
| 4.1.5 B | Rate as per Item no. 4.1.5 B SH : Cement concrete | cum | 0.03 | ₹5,639.85 | ₹169.20 |
| 6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm | |||||
| 5.23 | Rate as per Item no. 5.23 SH : RCC | sqm | 0.25 | ₹300.45 | ₹75.11 |
| 9988 | Carriage and fixing charges | L.S. | 13 | ₹2.27 | ₹29.51 |
Rate build-up
| TOTAL | ₹917.32 |
| Add 1 % Water charges on "W-A" | ₹0.30 |
| TOTAL | ₹917.62 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹6.34 |
| TOTAL | ₹923.96 |
| Add 15% CPOH on "Y-A" | ₹5.42 |
| TOTAL | ₹929.38 |
| Add Cess @ 1% on "Z-A" | ₹0.42 |
| Cost for one bollard | ₹929.80 |
| Say | ₹929.80 |
| TOTAL | ₹887.66 |
| Add 1 % Water charges on "W-A" | ₹0.30 |
| TOTAL | ₹887.96 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹6.34 |
| TOTAL | ₹894.30 |
| Add 15% CPOH on "Y-A" | ₹5.42 |
| TOTAL | ₹899.72 |
| Add Cess @ 1% on "Z-A" | ₹0.42 |
| Cost for one bollard | ₹900.14 |
| Say | ₹900.15 |
| TOTAL | ₹866.43 |
| Add 1 % Water charges on "W-A" | ₹0.30 |
| TOTAL | ₹866.73 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹6.34 |
| TOTAL | ₹873.07 |
| Add 15% CPOH on "Y-A" | ₹5.42 |
| TOTAL | ₹878.49 |
| Add Cess @ 1% on "Z-A" | ₹0.42 |
| Cost for one bollard | ₹878.91 |
| Say | ₹878.90 |