Rate analysis
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
DSR rate₹26,861.90as per item analysis
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
- Item code
- 19.32.1
- Sub-head
- SH 19 · DRAINAGE
- Unit
- See analysis
- Source row
- 3446
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for one soak pit | |||||
| Earth work in excavation including disposal of surplus earth 3.14/4x(2.5)²x3m = 14.73 cum | |||||
| 2.8.1 | Rate as per item no. 2.8.1 of SH: Earth work | cum | 14.73 | ₹260.30 | ₹3,834.22 |
| = 3.14/4x(2.5)² x 1.5 m = 7.37 cum | |||||
| 2nd class bricks | |||||
| perimetre = 4x0.35 =1.40 m | |||||
| Area = 1.40x2.925 m = 4.1 sqm | |||||
| Number of brick = 4.1x487x0.066 = 131.78 | |||||
| Wastage 10% = 13.718 | |||||
| Total= 144.96 Say 145 numbers | |||||
| 2602 | Common burnt clay F.P.S. (non modular) bricks class designation 7.5 | 1000 Nos | 0.145 | ₹4,724.00 | ₹684.98 |
| Brick bats = 3.14/4x(1.2)²x2.925m =3.33 cum | |||||
| Deduct = 0.45x0.45x2.925 m = 0.59 cum | |||||
| Net qty= 2.74 cum | |||||
| 0362 | Brick bats | cum | 2.74 | ₹525.00 | ₹1,438.50 |
| Brick aggregate 50 to 80 mm nominal size = 3.14x1.50x0.03x2.925 m = 4.13 cum | |||||
| 0285 | Brick Aggregate (Single size) : 63 mm nominal size | cum | 4.13 | ₹700.00 | ₹2,891.00 |
| Brick aggregate 40 mm nominal size | |||||
| = 3.14x2.15x0.35x2.925 m =6.91 cum | |||||
| 0287 | Brick Aggregate (Single size) : 40 mm nominal size | cum | 6.91 | ₹700.00 | ₹4,837.00 |
| 1854 | Stoneware pipes grade A (60 cm long) 100 mm dia | each | 3 | ₹77.00 | ₹231.00 |
| Carriage of brick bats and aggregate | |||||
| 2260 | Carriage of Brick aggregate | cum | 13.78 | ₹0.00 | ₹0.00 |
| 2201 | Carriage of Bricks | 1000 Nos | 0.145 | ₹0.00 | ₹0.00 |
| 9999 | Single matting 2.5x2.5 m = 6.25 sqm | L.S. | 112.14 | ₹2.27 | ₹254.56 |
| Precast R.C.C.slabs 7.5 cm thick in | |||||
| cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 0.45x0.45x0.075 m = 0.02 cum | |||||
| 5.12 | Rate as per item no 5.12 of SH : RCC | cum | 0.02 | ₹10,585.90 | ₹211.72 |
| Reinforcement @ 80 kg/cum = 0.02x80 =1.6 kg | |||||
| 5.22.6 | Rate as per item no. 5.22.6 of SH : RCC work | kg | 1.6 | ₹107.85 | ₹172.56 |
| 2nd class brick edging laid length wise with half brick depth | |||||
| 3.14x2.6 m =8.17 m | |||||
| 16.8.1 | Rate as per item no. 16.8.1 of SH : Road work | metre | 8.17 | ₹53.45 | ₹436.69 |
| LABOUR | |||||
| 0123 | Mason 1st class | day | 0.5 | ₹897.00 | ₹448.50 |
| 0124 | Mason 2nd class | day | 0.5 | ₹816.00 | ₹408.00 |
| 0114 | Beldar | day | 3 | ₹736.00 | ₹2,208.00 |
| 0115 | Coolie | day | 3 | ₹736.00 | ₹2,208.00 |
Rate build-up
| TOTAL | ₹20,264.73 |
| Add 1 % Water charges on "W-A" | ₹156.10 |
| TOTAL | ₹20,420.83 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹3,353.35 |
| TOTAL | ₹23,774.18 |
| Add 15% CPOH on "Y-A" | ₹2,867.85 |
| TOTAL | ₹26,642.03 |
| Add Cess @ 1% on "Z-A" | ₹219.87 |
| Cost of one soak pit | ₹26,861.90 |
| Say | ₹26,861.90 |