Rate analysis
Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :
DSR rate₹11,520.55as per item analysis
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
- Item code
- 19.29.1
- Sub-head
- SH 19 · DRAINAGE
- Unit
- See analysis
- Source row
- 3201
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) | |||||
| 1.71mx1.11mx0.15 m = 0.285 cum Say 0.29 cum | |||||
| 4.1.11 | Rate as per item no 4.1.11 of SH : Concrete Work | cum | 0.29 | ₹6,189.65 | ₹1,795.00 |
| Brick work in bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) | |||||
| 1.86 m x 0.23m x0.45 m = 0.193 cum | |||||
| 2.26mx0.23mx0.70 m = 0.364 cum | |||||
| Total= 0.557 cum | |||||
| Deduct lintel portion | |||||
| 2x0.23x0.20x0.20 m = (-) 0.018 cum | |||||
| Nte Qty= 0.0539 cum Say 0.54 cum | |||||
| 6.1.1 | Rate as per item no 6.1.1 of SH : Brick Work | cum | 0.54 | ₹7,370.65 | ₹3,980.15 |
| 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 | |||||
| Wall : 1.40x0.45 m = 0.63 sqm | |||||
| Bed : 1.10x0.50 m = 0.55 sqm | |||||
| Total= 2.44 sqm | |||||
| Deduct 2x0.20x0.20 m = (-) 0.08 sqm | |||||
| Net Qty= 2.36 sqm | |||||
| 13.9.1 | Rate as per item no 13.9.1 of SH : Finishing | sqm | 2.36 | ₹449.55 | ₹1,060.94 |
| Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| Block = 1.92x0.23x0.15 = 0.07 cum | |||||
| 4.1.3 | Rate as per item no 4.1.3 of SH : Concrete Work | cum | 0.07 | ₹7,878.50 | ₹551.50 |
| R.C.C. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 0.88x0.96x0.075 m = 0.063 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 |
| R.C.C. 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in lintels 1x0.96x0.20x0.20 m = 0.04 cum | |||||
| 5.13 | Rate as per item no. 5.13 of SH : RCC work | cum | 0.04 | ₹14,325.95 | ₹573.04 |
| Less labour for not lifting the materilas upto floor five level | |||||
| 0115 | Coolie (0.04x0.75x1.50=0.045 same as in item no 5.13) | day | -0.045 | ₹736.00 | -₹33.12 |
| Form work | |||||
| Slab bottom 0.50x0.65 m = 0.325 sqm | |||||
| Outer periphery 3.50x0.075 m = 0.263 sqm | |||||
| 2.20x0.15 m = 0.330 sqm | |||||
| = 0.918 sqm Say 0.91 sqm | |||||
| 5.9.2 | Rate as per item no 5.9.2 of SH : RCC | sqm | 0.91 | ₹842.50 | ₹766.68 |
| T.M.T. bars steel reinforcement for R.C.C work | |||||
| (0.06+0.04) = 0.10 cum @ 80 kg/cum = 8.00 kg | |||||
| 5.22.6 | Rate as per item no. 5.22.6 of SH : RCC work | kg | 8 | ₹107.85 | ₹862.80 |
| 7380 | Precast R.C.C. grating with frame 500x450 mm horizontal grating | each | 1 | ₹665.00 | ₹665.00 |
| 9977 | Carriage of R.C.C. grating | L.S. | 7.15 | ₹2.27 | ₹16.23 |
| 7381 | Precast R.C.C. grating with frame 450x100 mm vertical grating | each | 1 | ₹250.00 | ₹250.00 |
| 9999 | Labour for fixing precast R.C.C. grating | — | — | — | — |
| — | and frame | L.S. | 34.06 | ₹2.27 | ₹77.32 |
Rate build-up
| TOTAL | ₹11,108.29 |
| Add 1 % Water charges on "W-A" | ₹9.75 |
| TOTAL | ₹11,118.04 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹209.55 |
| TOTAL | ₹11,327.59 |
| Add 15% CPOH on "Y-A" | ₹179.21 |
| TOTAL | ₹11,506.80 |
| Add Cess @ 1% on "Z-A" | ₹13.74 |
| Cost of one chamber | ₹11,520.54 |
| Say | ₹11,520.55 |