Rate analysis
Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete.
DSR rate₹8,844.45per Cum
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))
- Item code
- 4.5.1A
- Sub-head
- SH 4 · CONCRETE WORK
- Unit
- Cum
- Source row
- 1042
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for Plain window sill 10x15 nos. | |||||
| 10x15x1m x 0.20m x 0.15m = 4.5cum. | |||||
| MATERIAL | |||||
| Cement concrete 1:1½:3 | |||||
| 4.1.2A | Rate as per Item Number 4.1.2A of SH: Concrete work | cum | 4.5 | ₹8,127.80 | ₹36,575.10 |
| 0115 | Coolie | day | 5.1 | ₹736.00 | ₹3,753.60 |
| (Extra labour for lifting = 0.75 x 4.5 x 1.5 = 5.1) | |||||
| Centering and shuttering | |||||
| (1) Mould | |||||
| (i) Plate 3mm thick | |||||
| [(2x1x0.15)+(2x0.15x0.20)]x10 = 3.6 sqm. @ 23.55kg/m² = 84.8 kg. | |||||
| (ii) Flat 10x5mm | |||||
| 10x4x1.0 = 40m | |||||
| 10x8x0.2 = 16m | |||||
| 10x4x0.15 = 6m | |||||
| Handle 10x2x0.25 = 5m | |||||
| 67m @ 0.4kg/m = 26.8 kg. | |||||
| Total = 111.6kg | |||||
| Assuming shuttering will become unserviceable after use of 40 times and taking 75% credit. | |||||
| Qty taken for cost of using once = 111.6x0.75/40 = 2.1 kg | |||||
| 10.1 | Rate as per item no.10.1 S.H. steel work | kg | 2.1 | ₹117.35 | ₹246.44 |
| (2) Moulding Platform | |||||
| Assuming platform will become | |||||
| unserviceable after use of 40 times. | |||||
| (i) Brick on edge flooring cement mortar 1:6 | |||||
| 10x1x2.0x2.0m = 40 sqm. | |||||
| Qty taken for cost of using once = 40/40 = 1 sqm | |||||
| 11.1.2 | Rate as per item no. 11.1.2 of S.H.: Flooring work | sqm | 1 | ₹965.55 | ₹965.55 |
| (ii) 25mm thick cement concrete 1:2:4 in pavement | |||||
| 10x2.00x2.00x0.025 = 1cum | |||||
| Qty taken for cost of using once = 1/40 = 0.025 cum | |||||
| Sub A/R-1 | Rate as per item no. Sub AR-1 (Reference item no 11.7) | cum | 0.025 | ₹8,844.45 | ₹221.11 |
| 9999 | Mortar and labour for hoisting and finishing | L.S. | 363 | ₹2.27 | ₹824.01 |
| Sub AR-1 (Reference item no 11.7) | Cement concrete pavement with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%), including finishing complete. | — | — | — | — |
| Details of cost for one cum. | |||||
| MATERIAL | |||||
| Cement concrete 1:1.5:3 | |||||
| 4.1.2A | Rate as per item No.4.1.2A of S.H.Concrete Work | cum | 1 | ₹8,127.80 | ₹8,127.80 |
| Extra labour for laying in floors etc. | |||||
| 0124 | Mason (brick layer) 2nd class | day | 0.35 | ₹816.00 | ₹285.60 |
| 0114 | Beldar | day | 0.18 | ₹736.00 | ₹132.48 |
| 0101 | Bhisti | day | 0.05 | ₹816.00 | ₹40.80 |
| 9999 | Sundries | L.S. | 19.76 | ₹2.27 | ₹44.86 |
Rate build-up
| TOTAL | ₹42,585.81 |
| Add 1 % Water charges on "W-A" | ₹45.78 |
| TOTAL | ₹42,631.59 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹983.40 |
| TOTAL | ₹43,614.99 |
| Add 15% CPOH on "Y-A" | ₹841.02 |
| TOTAL | ₹44,456.01 |
| Add Cess @ 1% on "Z-A" | ₹64.48 |
| Cost for 4.5 cum. | ₹44,520.49 |
| Cost per cum. | ₹9,893.44 |
| Say | ₹9,893.45 |
| TOTAL | ₹8,631.54 |
| Add 1 % Water charges on "W-A" | ₹5.04 |
| TOTAL | ₹8,636.58 |
| Add GST on "X-A" (multiplying factor 0.2127) | ₹108.22 |
| TOTAL | ₹8,744.80 |
| Add 15% CPOH on "Y-A" | ₹92.55 |
| TOTAL | ₹8,837.35 |
| Add Cess @ 1% on "Z-A" | ₹7.10 |
| Cost of 1 Cum. | ₹8,844.45 |
| Say | ₹8,844.45 |