| RHD RATE SCHEDULE-2022 Updating.. | ||||
|---|---|---|---|---|
| Click on Code to see the analysis or Go Home | Profit=10%, Overhead=3.5%, VAT=5.5% | |||
| Code | Item | Unit | Cost(Tk.) | Unit Rate(Tk.) |
| 020101 | Clearing and Grubbing | Sqm | 52.00 |
62 |
| 020102A | Remove Trees with Girth 300-800mm | Nos | 880.00 |
1057 |
| 020102B | RemoveTrees with Girth 801-1500mm | Nos | 1460.00 |
1754 |
| 020102C | Remove Trees with Girth =>1501 mm | Nos. | 3520.00 |
4228 |
| 020201 | Roadway Excavation,Stockpil/Remov | Cum | 186.00 |
223 |
| 020202 | Roadway Excavation Stockpile Site | Cum | 131.00 |
157 |
| 020203A | Roadway Excavat Alphalt-Conc-Mill | Cum | 289.00 |
347 |
| 020203B | Roadway Excavation Aggregate Base | Cum | 141.00 |
169 |
| 020203C | Roadway Excavation Sub-base-Brick | Cum | 141.00 |
169 |
| 020203D | Roadway Excavation RCC Pavement | Cum | 1286.00 |
1545 |
| 020204A | Deduction-Excavation-Asphalt Conc | Cum | 3965.00 |
4762 |
| 020204B | Deduction-Excavation-Aggregat Bas | Cum | 3053.00 |
3667 |
| 020204C | Deduction-Excavation-SubBas-Brick | Cum | 1455.00 |
1748 |
| 020204D | Deduction-Excavation-SuitableSoil | Cum | 207.00 |
249 |
| 020401 | Channel Excavation in Suitable/Un | Cum | 199.00 |
239 |
| 020501 | Excavation-Backfilling-Structure | Cum | 423.00 |
508 |
| 020601A | Embankment from Roadway on Site | Cum | 131.00 |
157 |
| 020601B | Embankment Fill from River Bed | Cum | 334.00 |
401 |
| 020602 | Sand Backfill to Swamp | Cum | 301.00 |
362 |
| 020603 | Cladding Layer | Cum | 415.00 |
498 |
| 020604 | Pore Water Realease Valve Constru | No. | 4870.00 |
5849 |
| 020701 | Subgrade Surface-200mm | Sqm | 22.00 |
26 |
| 020801 | Improved Subgrade | Cum | 949.00 |
1140 |
| 020901 | Dismantl Exist Structur, Disposal | Cum | 3766.00 |
4523 |
| 020902 | Dismantl Exist Structur,Stockpili | Cum | 3571.00 |
4289 |
| 020903A | Deduct-Recover Mat-ExSteelStruc | Cum | 943.00 |
1133 |
| 020903B | Deduct-Recover Mat-RenfSteelStruc | Ton | 15020.00 |
18040 |
| 021001 | Soil Earthen Shoulders | Cum | 190.00 |
228 |
| 021301 | Dikes to Cross Sectional Area | Cum | 377.00 |
453 |
| 021302 | PVD Drain: 8-20 m Long | m | 137.00 |
165 |
| 021303 | Supply, Laying Geo-textile Fabric | Sqm | 149.00 |
179 |
| 021304 | Construction of Vertical Drain | m | 672.00 |
807 |
| 021305 | Sup, Inst, Monitor Settlment Plat | no. | 7661.00 |
9201 |
| 021306 | Sup, Instl, Monitor VW Piezometer | no. | 37900.00 |
45520 |
| 021307 | Surcharg Material-Stabliz Sof tGr | Cum | 180.00 |
216 |
| 021308A | Subsoil Investigation-Bore-10-15m | nos. | 25100.00 |
30147 |
| 021308B | Subsoil Investigation-Bore-30-50m | nos. | 35100.00 |
42157 |
| 021308C | Subsoil Investigation-Bore-75-90m | nos | 370000.00 |
444392 |
| 021309 | Sup,Lay Drianage Blanket Material | Cum | 2244.00 |
2695 |