| RHD RATE SCHEDULE-2022 Updating.. | ||||
|---|---|---|---|---|
| Click on Code to see the analysis or Go Home | Profit=10%, Overhead=3.5%, VAT=5.5% | |||
| 05 | STRUCTURES | |||
| Code | Item | Unit | Cost(Tk.) | Unit Rate(Tk.) |
| 050101 | Single Layer Brick Flat Soling | Sqm | 439.00 |
527 |
| 050102A | Concrete Class-20 | Cum | 11962.00 |
14367 |
| 050102B | Concrete Class-35 for different parts of Bridge/Flyover/Overpass | Cum | 24790.00 |
29774 |
| 050102C | Concrete Class-35 for different parts of Box Culvert/Underpass/Box-Overpass | Cum | 18751.00 |
22521 |
| 050102D | Concrete Class - 35 for RC Girder | Cum | 24790.00 |
29774 |
| 050201 | Mild Steel Reinforcing Bar | Ton | 67555.00 |
81137 |
| 050202 | High Yield deformed Steel Reinforcement Bar | Ton | 83420.00 |
100192 |
| 050301 | Prestressing Wire or Strand as detailed on the drawing | Ton | 227577.00 |
273333 |
| 050708A | Supplying, fabricating, assembling andf erection steel stair including railing of Pedestrian Bridge | Ton | 96841.00 |
116312 |
| 050708B | Supplying, fabricating, assembling and erection steel deck including railing of Pedestrian Bridge | Ton | 96841.00 |
116312 |
| 050708C | Supplying, fabricating, assembling and erection steel column including bracing of Pedestrian Bridge | Ton | 96841.00 |
116312 |
| 050801A | Expansion Joint Complete as Detailed on in the drawing | m | 27866.00 |
33469 |
| 050801B | Expansion Joint Complete as Detailed on in the drawing D120 | m | 138322.00 |
166133 |
| 050801C | Expansion Joint Complete as Detailed on in the drawing D160 | m | 395328.00 |
474812 |
| 050801D | Expansion Joint Complete as Detailed on in the drawing D1320 | m | 248276.00 |
298194 |
| 050901 | Provision and fixing of drainage to structure(s) as detailed on the drawings and defined in the BOQ | LS | 81905.00 |
98373 |
| 050902A | Drainage Pipe-150 mm dia. UPVC downpipe (wall thickness 4.5 mm) complete as per drawing | Nos. | 517.00 |
621 |
| 050902B | 200 mm dia. UPVC downpipe (wall thickness 4.5 mm) complete as per flyover detail drawing | m | 1778.00 |
2135 |
| 050902C | Catch Pi | Nos. | 2626.00 |
3154 |
| 050903A | Provide Weep holes in abutment and wing walls | Nos. | 234.00 |
281 |
| 050903B | Filling granular materials behind abutments | Cum | 4258.00 |
5114 |
| 051101A | Supply and Installation of Elastomeric bearings upto 400 x 400 mm size | Nos. | 18590.00 |
22328 |
| 051101B | Supply and Installation of Elastomeric bearings above 400 x 400 mm size | Nos. | 26790.00 |
32176 |
| 051201A | Supply and Installation of pot Bearings 1250 KN | Nos. | 126778.00 |
152268 |
| 051201B | Supply and Installation of pot Bearings 1750 KN | Nos. | 174606.00 |
209712 |
| 051201C | Supply and Installation of pot Bearings 2000 KN | Nos. | 201917.00 |
242514 |
| 051201D | Supply and Installation of pot Bearings 2500 KN | Nos. | 223603.00 |
268560 |
| 051201E | Supply and Installation of pot Bearings 3500 KN | Nos. | 349447.00 |
419706 |
| 051201F | Supply and Installation of pot Bearings 4000 KN | Nos. | 388755.00 |
466917 |
| 051201G | Supply and Installation of pot Bearings 9000 KN | Nos. | 893234.00 |
1072826 |
| 051201H | Supply and Installation of pot Bearings 20000 KN | Nos. | 1987723.00 |
2387371 |
| 051301 | Investigation, Design and Certification of Design of Reinforced Earth Wall Approaches | LS | 1000000.00 |
1201058 |
| 051302 | Providing qnd laying Reinforced Earth with fixing geo-textile as per drawing | Cum | 1099.00 |
1320 |
| 051303 | Providing and laying Precast RCC Wall Panels including rebar and all completed | Sqm | 7771.00 |
9333 |
| 051401 | Manufacture, Supply and placing different sizes of CC blocks including Geo-textile in culvert apron as per drawing and specification | Sqm | 4797.00 |
5761 |
| 051402 | Manufacturing and placing CC blocks for riverbank protection work size 350 mm x 350 mm x 200 mm | Cum | 16561.00 |
19891 |
| 051402A | Supply and placing 3mm thick geotextile fabric below CC block in accordance with the drawings and specification | Sqm | 149.00 |
179 |
| 051402B | New and extended brickwork | Cum | 7213.00 |
8663 |