Rate analysis
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :
DSR rate₹6,889.80as per item analysis
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
- Item code
- 19.28.1
- Sub-head
- SH 19 · DRAINAGE
- Unit
- See analysis
- Source row
- 3147
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for one chamber | |||||
| Cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | |||||
| 1.06mx1.06mx0.15 m= 0.17 cum | |||||
| 4.1.11 | Rate as per item no 4.1.11 of SH : Concrete Work | cum | 0.17 | ₹6,189.65 | ₹1,052.24 |
| Brick work in bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) | |||||
| 2.72 m x 0.23m x0.70 m = 0.438 cum | |||||
| Deduct opening 0.45x0.23x0.10 m = 0.01 cum | |||||
| Block 3x(0.075)³ = 0.001 cum | |||||
| Total deduction = 0.011 cum | |||||
| Net qty. = 0.438 (-) 0.011 = 0.427 cum | |||||
| 6.1.1 | Rate as per item no 6.1.1 of SH : Brick Work | cum | 0.43 | ₹7,370.65 | ₹3,169.38 |
| 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement | |||||
| Wall : 1.80x0.70 m = 1.26 sqm | |||||
| Bed : 0.45x0.45 m = 0.202 sqm | |||||
| Top : 0.45x0.20 m = 0.09 sqm | |||||
| Sides : 2x0.20x0.10 m = 0.04 sqm | |||||
| Total= 1.592 sqm | |||||
| Deduct opening | |||||
| 0.45x0.10 m = 0.045 sqm | |||||
| Net qty. = 1.592 (-) 0.045 = 1.547 cum | |||||
| 13.9.1 | Rate as per item no 13.9.1 of SH : Finishing | sqm | 1.55 | ₹449.55 | ₹696.80 |
| Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| Block = 3x(0.75)³ = 0.001 cum | |||||
| 4.1.3 | Rate as per item no 4.1.3 of SH : Concrete Work | cum | 0.001 | ₹7,878.50 | ₹7.88 |
| R.C.C. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 0.91x0.91x0.075 m = 0.062 cum Say 0.06 cum | |||||
| 5.1.2 | Rate as per item no. 5.1.2 of SH : RCC work | cum | 0.06 | ₹9,045.75 | ₹542.75 |
| Form work | |||||
| 0.45x0.45 m = 0.202 sqm | |||||
| 0.45x0.20 m = 0.09 sqm | |||||
| outside slab : 3.40x0.075 m = 0.255 sqm | |||||
| Total= 0.547 sqm Say 0.55 sqm | |||||
| 5.9.2 | Rate as per item no 5.9.2 of SH : RCC | sqm | 0.55 | ₹842.50 | ₹463.38 |
| T.M.T. bars steel reinforcement for R.C.C work | |||||
| 0.062 cum @ 80 kg/cum = 4.96 kg | |||||
| 5.22.6 | Rate as per item no. 5.22.6 of SH : RCC work | kg | 4.96 | ₹107.85 | ₹534.94 |
| 7381 | Precast R.C.C. grating with frame 450x100 mm vertical grating | each | 1 | ₹250.00 | ₹250.00 |
| 9999 | Fixing and carriage of R.C.C. grating | L.S. | 20.67 | ₹2.27 | ₹46.92 |
Rate build-up
| Say 0.43 cum | — |
| Say 1.55 cum | — |
| TOTAL | ₹6,764.29 |
| Add 1 % Water charges on "W-A" | ₹2.97 |
| TOTAL | ₹6,767.26 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹63.79 |
| TOTAL | ₹6,831.05 |
| Add 15% CPOH on "Y-A" | ₹54.55 |
| TOTAL | ₹6,885.60 |
| Add Cess @ 1% on "Z-A" | ₹4.18 |
| Cost of one chamber | ₹6,889.78 |
| Say | ₹6,889.80 |