Rate analysis
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
DSR rate₹10,117.60as per item analysis
- Item code
- 16.69
- Sub-head
- SH 16 · ROAD WORK
- Unit
- See analysis
- Source row
- 4502
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost 100 metre i.e. | |||||
| 100x0.375x0.20=7.50 cum. | |||||
| No. of kerb stones = 100/0.405=247 Nos | |||||
| Precast C.C. Kerb stone M - 25 = 247x0.40x0.375x0.20=7.41 cum | |||||
| METERIAL | |||||
| 8686 | Precast C.C. Kerb stone M - 25 (including carriage) | cum | 7.41 | ₹6,160.00 | ₹45,645.60 |
| Mortar 1:3 for fixing joints = 246x1x[(0.115+0.20)/2] x 0.375x0.005 = 0.073 cum. | |||||
| Cement mortar 1:3 (1 cement : 3 coarse sand) | |||||
| 3.8 | Rate as per Item Number 3.8 of SH: Mortars | cum | 0.073 | ₹4,881.95 | ₹356.38 |
| Labour for fixing of kerb stones | |||||
| 0123 | Mason 1st class | day | 2.5 | ₹897.00 | ₹2,242.50 |
| 0124 | Mason 2nd class | day | 2.5 | ₹816.00 | ₹2,040.00 |
| 0114 | Beldar | day | 2.5 | ₹736.00 | ₹1,840.00 |
| 0115 | Coolie | day | 1.65 | ₹736.00 | ₹1,214.40 |
Rate build-up
| TOTAL | ₹53,338.88 |
| Add 1 % Water charges on "W" | ₹533.39 |
| TOTAL | ₹53,872.27 |
| Add GST on "X" (multiplying factor 0.2127) | ₹11,458.63 |
| TOTAL | ₹65,330.90 |
| Add 15% CPOH on "Y" | ₹9,799.64 |
| TOTAL | ₹75,130.54 |
| Add Cess @ 1% on "Z" | ₹751.31 |
| Cost of 7.50 cum | ₹75,881.85 |
| cost for 1 cum. | ₹10,117.58 |
| Say | ₹10,117.60 |