| ITEM RATE | |||||
|---|---|---|---|---|---|
| Click on Update to see the All Suppliers Rate or Another Type | |||||
| C1 | Material | ||||
| Code | Item | Unit | PWD Rate(Tk.) | Actual Rate(Tk.) | Update |
| C101 | Snd FM > 0.5 | cum | 540.00 | ||
| C102 | Sand FM > 0.8 | cum | 730.00 | ||
| C103 | Sand FM > 1.0 | cum | 730.00 | ||
| C104 | Sand FM>1.8 | cum | 1300.00 | ||
| C105 | Coarse Sand FM > 2.5 | cum | 1836.00 | ||
| C107 | Cement - OPC | Ton | 8800.00 | ||
| C108 | Reinforcing Bar Grade 60 | Ton | 72000.00 | ||
| C109 | Mild Steel Reiforcing Bar | Ton | 65000.00 | ||
| C110 | Bitumen 80/100 (Bulk) | Ton | 62000.00 | ||
| C111 | Bitumen-60/70 (Bulk) | Ton | 70000.00 | ||
| C112 | Bitumen 80/100 (Drum) | Ton | 66000.00 | ||
| C113 | Bitumen-60/70(Drum) | Ton | 70000.00 | ||
| C114 | Bitumen Bulk-Modified | Ton | 88311.00 | ||
| C115 | 1st Class Brick | Nos. | 10.00 | ||
| C116 | Brck Auto Machine Made | Nos. | 11.50 | ||
| C117 | Brick Khoa < 40mm | cum | 3145.00 | ||
| C118 | Brick Chips < 25mm | cum | 3294.00 | ||
| C120 | Crushed Boulder/Gravel<25 | cum | 7250.00 | ||
| C122 | Crushed Boulder/Gravel<12 | cum | 6500.00 | ||
| C123 | Crushed Boulder < 9 mm | cum | 6400.00 | ||
| C124 | Crushed Boulder < 38 mm | cum | 7400.00 | ||
| C125 | High Yeld Stren-Dowel bar | kg | 83.42 | ||
| C126 | Expansion Joint | LS | 200.00 | ||
| C127 | River bed sand (FM<=0.5) | cum | 215.00 | ||
| C129 | Ston Chip-Chatak/Pakur-20 | cum | 9100.00 | ||
| C130 | Stone Chips-14mm | cum | 8800.00 | ||
| C132 | Crusher (stone) dust | cum | 1945.35 | ||
| C136 | Shingales | cft | 4550.00 | ||
| C137 | Fire Wood | Ton | 5500.00 | ||
| C143 | Diesel | ltr | 109.00 | ||
| C144 | Kerosene | ltr | 109.00 | ||
| C145 | Soil | cum | 275.00 | ||
| C147 | Importd Suitabl Bulk Fill | cum | 275.00 | ||
| C148 | Plastic Tape | Pks | 250.00 | ||
| C149 | Steel Box forTraffic Mana | Nos | 110.00 | ||
| C150 | Water | cum | 13.00 | ||
| C151 | Geotextile | sqm | 128.70 | ||
| C152 | G.I. Wire. nails etc | kg | 120.00 | ||
| C153 | Polythene sheet | sqm | 28.00 | ||
| C156 | Paint -Road Marking Berge | Lit | 669.00 | ||
| C157 | Thinner-Jensolin T-4 Berg | Lit | 208.00 | ||
| C158 | Bentonite (50kg) | bag | 1800.00 | ||
| C159 | Steel Plate-6/10 mm thick | kg | 92.00 | ||
| C160 | Paint | ltr | 290.00 | ||
| C168 | Angle-62.5x62.5x6-use 20 | m | 200.00 | ||
| C169 | Wooden Shutter-use 6 time | sqm | 200.00 | ||
| C170 | Nail | kg | 70.00 | ||
| C171 | Admixture | litr | 210.00 | ||
| C172 | Steel Shutter-use 50 time | sqm | 330.00 | ||
| C177 | uPVC-D-Perfor_rated-100 | m | 400.00 | ||
| C178 | uPVC-D-150 | m | 485.00 | ||
| C179 | uPVC-D-Perfor_rated-150 | m | 565.00 | ||
| C181 | uPVC Pipe-150mm D, t=4.5 | m | 360.00 | ||
| C182 | uPVC Pipe 200mm D. t=4.5 | m | 498.00 | ||
| C183 | uPVC Pipe 50mm dia | m | 132.00 | ||
| C184 | Grouting Material | Pkt | 200.00 | ||
| C185 | Prestress Ancorage System | set | 11500.00 | ||
| C186 | Prestres Wire Metal Seath | m | 175.00 | ||
| C187 | Prestressing Wire Strand | ton | 152350.00 | ||
| C188 | Manhole Cover | no. | 635.00 | ||
| C189 | Guard Rail (W-Beam) | m | 4000.00 | ||
| C190 | Paving Tiles | sqm | 45.00 | ||
| C191 | RCC Pipe 300 mm dia | m | 550.00 | ||
| C192 | Steel Grating | no. | 320.00 | ||
| C193 | Pre-cast Kerb | pcs | 85.00 | ||
| C194 | Gutter Drain | pcs | 90.00 | ||
| C195 | MS Pipe - 25mm dia | m | 185.00 | ||
| C196 | Expansion Joint D80 | m | 15000.00 | ||
| C198 | Epoxy Chemical | Pks | 264.00 | ||
| C199 | Elast Bearing Pad>400x400 | no. | 26400.00 | ||
| C1A0 | Pot Bearing 1250 KN | no. | 124500.00 | ||
| C1A1 | Pot Bearing 1750 KN | no. | 172300.00 | ||
| C1A2 | Pot Bearing 2000 KN | no. | 199600.00 | ||
| C1A3 | Pot Bearing 2500 KN | no. | 221200.00 | ||
| C1A4 | Pot Bearing 3500 KN | no. | 347000.00 | ||
| C1A5 | Pot Bearing 4000 KN | no. | 386300.00 | ||
| C1A6 | Pot Bearing 9000 KN | no. | 890450.00 | ||
| C1A7 | Pot Bearing 20000 KN | no. | 1984000.00 | ||
| C1A8 | VW piezometers | no. | 34630.00 | ||
| C1A9 | Steel Stair incld Railing | ton | 92000.00 | ||
| C1B0 | Steel Deck i/c Railing | ton | 92000.00 | ||
| C1B1 | Steel Column i/c Bracing | ton | 92000.00 | ||
| C1B2 | 4 Weigh Bridge-2 St, 2 Dy | no. | 35690000.00 | ||
| C1C4 | Office Consumamble | mon | 2000.00 | ||
| C1C5 | Load Test-Consumables | LS | 5000.00 | ||
| C1C6 | Steel Form-PC Girder Brid | sqm | 150.00 | ||
| C1C7 | Electrode, other Accessor | LS | 1150.00 | ||
| C1C8 | Expansion Joint D160 | m | 75000.00 | ||
| C1C9 | Drainage to Structure Pro | LS | 81905.00 | ||
| C1D0 | Inv,Des,Cer-Reinf EarWall | LS | 1000000.00 | ||
| C1D1 | Cement Concrete Class 20 | cum | 14003.00 | ||
| C1D2 | Tharmoplastic Materials | kg | 121.40 | ||
| C1D3 | Glass Beads | kg | 121.40 | ||
| C1D4 | Chalk Powder. brush etc. | LS | 500.00 | ||
| C1D5 | Chalk Poder, Wire Brush.. | LS | 200.00 | ||
| C1D6 | Passenger Shade make-fixi | LS | 185000.00 | ||
| C1D7 | Traffic Sign | no. | 2500.00 | ||
| C1D8 | Sign Post -50/75mmD,t=2mm | no. | 36989.00 | ||
| C1D9 | Roadway Excavation-Unsuit | cum | 185.97 | ||
| C1E0 | Sand Backfill- Structure | cum | 175.00 | ||
| C1E1 | Brick Flat Soling-Single | sqm | 438.90 | ||
| C1E2 | Concerete Class 10 | cum | 9344.00 | ||
| C1E3 | Concrete Class 20 | cum | 15928.17 | ||
| C1E4 | CementSand(1.2) Plaster-6 | sqm | 150.00 | ||
| C1E5 | Post Painting -2 Coats | sqm | 200.00 | ||
| C1E6 | Letterin KM Post-Both sid | LS | 200.00 | ||
| C1E7 | Prov. Office Consumables | mon | 6265.00 | ||
| C1E8 | Prov.Maintain Survey Equp | mon | 730.00 | ||
| C1E9 | Deduction-Stone-14mm | cum | 6608.70 | ||
| C1F0 | Deduction-Sand FM>1.0 | cum | 548.22 | ||
| C1F1 | Deduction-Stone chip 38mm | cum | 5557.31 | ||
| C1F2 | Deduction-Brick Chip-40mm | cum | 2361.86 | ||
| C1F3 | Deduct-Suitable Bulk Fill | cum | 206.52 | ||
| C1F4 | Deduction-Concrete | cum | 943.24 | ||
| C1F5 | Deduction-Reinforce Steel | ton | 15019.76 | ||
| C1F6 | Expansion Joint D120 | m | 94000.00 | ||
| C1F7 | Expansion Joint D1320 | m | 183000.00 | ||
| C1F8 | Elast Bearing Pad<400x400 | cum | 18200.00 | ||
| C1F9 | Electrification-Lighting | km | 822000.00 | ||