| ITEM SCHEDULE | ||||
|---|---|---|---|---|
| Click on Code to see the analysis or Go Home | Profit=10%, Overhead=5%, VAT=5.5% IT=5% | |||
| B | Substructure | |||
| Code | Item | Unit | Cost(Tk.) | Unit Rate(Tk.) |
| B00A | Providing Piling Point | each | 500.00 |
642 |
| B01 | Misc. Work for Substructure-1 | L.S. | 173507.00 |
222942 |
| B01A | Shore Piling-Boring,casting-600mm | M | 886.00 |
1138 |
| B01A0 | In-situ Piling Rig Mobilization | set | 200000.00 |
256983 |
| B01A1 | Pile Boring-1500 mm dia | Rm | 15337.00 |
19707 |
| B01A2 | Pile Boring-1200 mm dia | Rm | 9693.00 |
12455 |
| B01A3 | Pile Boring-1000 mm dia | Rm | 7799.00 |
10021 |
| B01A4 | Mud Removal-Seal Pile | Cum | 960.00 |
1234 |
| B01A5 | Mud Removal-Shore/ Seal Pile | Cum | 960.00 |
1234 |
| B01A6 | Pile Boring-Seal Pile-500mm dia | Rm | 6201.00 |
7968 |
| B01A7 | Trial Shore Piile-1000mm dia Bori | no. | 704066.00 |
904666 |
| B01A8 | Obstacle Removal for Casing Drivi | Rm | 8934.00 |
11479 |
| B01A9 | Steel Mud Tank | no. | 175000.00 |
224860 |
| B01AA | Shore Pile-Temporary Casing Drive | Rm | 8905.00 |
11442 |
| B01AB | Shore Pile-Excavation-BackFilling | Cum | 1766.00 |
2269 |
| B01AC | Shore Pile-Salvage Removal | LS | 500000.00 |
642458 |
| B01AD | Shore Pile-Dewatering | Day | 4480.00 |
5756 |
| B01AE | Shore-Pile-Air Supply | Day | 3500.00 |
4497 |
| B01AF | In-situ Piling Rig Hire Charge | Mont | 50000.00 |
64246 |
| B01AG | Shore Pile-Additional1 | LS | 999999.99 |
1284916 |
| B01AH | In-situ Pile Boring-500mm dia | RM | 869.00 |
1117 |
| B01AI | In-situ Pile Concrete-3500 psi | cum | 10197.00 |
13102 |
| B01B | RCC (1:1.5:3) in Pile excl reinf | M3 | 7687.00 |
9877 |
| B01B0 | Shore/ Seal Pile Concreting | Cum | 4828.00 |
6204 |
| B01B1 | Concrete C21 in Service Pile | M3 | 9041.00 |
11617 |
| B01B2 | Concrete C21 in Shore Pile | Cum | 9041.00 |
11617 |
| B01B3 | Concrete-3500psi-Shore Pile | Cum | 9888.00 |
12705 |
| B01B4 | Concrete-2500psi-Seal Pile | Cum | 8122.00 |
10436 |
| B01B5 | Concrete-3500psi-King Post Pile | Cum | 9005.00 |
11571 |
| B01B6 | Concrete-4000psi-King Post Pile | Cum | 9182.00 |
11798 |
| B01B7 | Kingpost Pile Concreting | Cum | 23850.00 |
30645 |
| B01B8 | Concrete-4000psi-Tie Beam-Wall | Cum | 10771.00 |
13840 |
| B01B9 | RCC(1:1.5:3)-Brickchip-Sand-FM1.2 | Cum | 6822.00 |
8766 |
| B01BA | Concrete-4000psi-King Post | Cum | 14010.00 |
18002 |
| B01BB | RCC(1:2:4)-Brickchip-L:S.S=1:1-GL | Cum | 7194.00 |
9244 |
| B01BC | RCC(1:1.25:2.5)-Sub-structure | Cum | 10983.00 |
14112 |
| B01BD | RCC(1:1.25:2.5)-Super-structure | Cum | 11866.00 |
15247 |
| B01BE | RCC(1:2:4)-Brckchp,Local Sand | Cum | 7507.00 |
9646 |
| B01BF | RCC (1:1.5:3) in Pile, Stone-chip | Cum | 11488.00 |
14761 |
| B01C | Re-bar 60 Grade-Shore Pile | TON | 61950.00 |
79601 |
| B01C0 | MS Deform Bar-Grade-400 | Ton | 69940.00 |
89867 |
| B01C1 | Point Welding-Service Pile | Poin | 3.00 |
4 |
| B01C2 | Welded Splice-Service Pile | inch | 6.00 |
8 |
| B01C3 | Re-bar 60 Grade-Service Pile | Ton | 78425.00 |
100770 |
| B01C4 | Point Welding-Shore Pile | Poin | 3.00 |
4 |
| B01C5 | Welded Splice-Shore Pile | inch | 6.00 |
8 |
| B01C6 | Re-bar 72.5 Grade- Shore Pile | Ton | 61950.00 |
79601 |
| B01C7 | Spacer Insatallation-Service Pile | No. | 15.00 |
19 |
| B01C8 | Spacer Insatallation-Shore Pile | No. | 15.00 |
19 |
| B01C9 | Re-bar Grade-400-Shore Pile | Ton | 2751.00 |
3535 |
| B01CA | Re-bar Fabricating-Shore Pile | Ton | 18960.00 |
24362 |
| B01CB | Re-bar 72.5 Grade- King Post | Ton | 61950.00 |
79601 |
| B01CC | Re-bar Fabricating-King Post | Ton | 18960.00 |
24362 |
| B01CD | Re-bar Joint with Epoxy | Each | 1000.00 |
1285 |
| B01CE | Re-bar 72.5 Grade- Tie Beam-Wall | Ton | 61950.00 |
79601 |
| B01CF | Re-bar Fabricating-Tie Beam-Wall | Ton | 18960.00 |
24362 |
| B01CG | Spacer CC for Pile Reinforcement | no. | 19.00 |
24 |
| B01CH | MS Deform Bar-Grade-400 Supply | Ton | 55000.00 |
70670 |
| B01CJ | Re-bar 72.5 Grade-Tie Beam-Wall | Ton | 75910.00 |
97538 |
| B01CK | Re-bar 72.5 Grade - King Post | Ton | 80910.00 |
103963 |
| B01CL | Re-bar 72.5 Grade- In-situ Pile | ton | 0.00 |
0 |
| B01CM | In-situ Pile Point Welding | poin | 3.00 |
4 |
| B01CN | In-situ Pile-Welded Spilce-Joint | inch | 12.00 |
15 |
| B01CO | In-situ Pile Mud Removal | cum | 510.00 |
655 |
| B02A | Grating-CP-100 mm dia | NO. | 125.00 |
161 |
| B02B | Sand Filling | M3 | 1218.00 |
1565 |
| B02B1 | Sand Filling upto GF | M3 | 1395.00 |
1792 |
| B02B2 | Earth Back Filling | Cum | 530.00 |
681 |
| B02B3 | Sand Filling with Comapction | Cum | 1218.00 |
1565 |
| B02B4 | Sand Filling | Cum | 1001.00 |
1286 |
| B02B5 | Working Bed Preparation | Sqm | 1500.00 |
1927 |
| B02B6 | Cement Concreting | Sqm | 1749.00 |
2247 |
| B02B7 | Sand Filling (FM=0.5-0.8) | Cum | 1052.00 |
1352 |
| B02B8 | Earth Filling with Earth Availabl | Cum | 210.00 |
270 |
| B02C | Pile Head Breaking | NO. | 200.00 |
257 |
| B02C0 | Pile Head Breaking-2 | Cum | 0.00 |
0 |
| B02C1 | Pile Head Breaking by Power Hammr | Cum | 8829.00 |
11345 |
| B02C2 | Pile Head Manual Finishing | Each | 105945.00 |
136130 |
| B02C3 | Pile Re-bar Cleaning, Straighteni | Each | 3000.00 |
3855 |
| B02C4 | Pile Integrity Test | Each | 3000.00 |
3855 |
| B02D | RCC(1:1.5:3) in Perimeter Beam | M3 | 8091.00 |
10396 |
| B02E | Re-bar 60 Grade-Perimeter | TON | 61950.00 |
79601 |
| B02F | Static Load Test-30MN Load | No. | 999999.99 |
1284916 |
| B02F1 | High Strain Dynamic Test-1500mm | No. | 999999.99 |
1284916 |
| B03A | Earth Excavation upto 5m depth | m3 | 530.00 |
681 |
| B03A0 | Earthwork in Excavation-Layout | Sqm | 21.00 |
27 |
| B03A1 | Earth Work in Excavation | Cum | 242.00 |
311 |
| B03B | Earth Excavation from 5m to 10m | M3 | 706.00 |
907 |
| B03C | Earth Excavation from 10m to 15m | M3 | 883.00 |
1135 |
| B03D | Earth Excavation beyond 10m | M3 | 565.00 |
726 |
| B03E | Excavation above GF | M3 | 124.00 |
159 |
| B03F | Excavation upto 18m Depth | m3 | 514.00 |
660 |
| B04A | Bracing-Driving MS Pipe | TON | 61700.00 |
79279 |
| B04B | Bracing-MS Joist | TON | 129000.00 |
165754 |
| B04C | Bracing-MS Plate | TON | 115000.00 |
147765 |
| B04C1 | Safety Railing, Drain n Pavemen | Rm | 4614.00 |
5929 |
| B04D1 | Bracing-Anchor Bolt-1/2"d, 6"L | NOS | 147.00 |
189 |
| B04D2 | Bracing-Anchor Bolt-1/2"d, 7"L | NOS | 58.00 |
75 |
| B04D3 | Bracing-Anchor Bolt-1/2"d, 8"L | NOS | 60.00 |
77 |
| B04D4 | Bracing-Rowel Bolt-4"Long | NOS | 33.00 |
42 |
| B04E | Bracing-Remove Joist,Plate | TON | 18000.00 |
23128 |
| B05A | Two Layer Polythene | M2 | 2.00 |
3 |
| B05A1 | Single Layer Polythene 0.2mm thic | M2 | 68.00 |
87 |
| B05A2 | Single Layer Polythene | Sqm | 35.00 |
45 |
| B05B | Lean Concrete-80 mm Thick | M3 | 7346.00 |
9439 |
| B05B1 | Mass Concrete-C-15 | Cum | 8052.00 |
10346 |
| B05B2 | Mass Concrete-fc=15 Mpa | Cum | 8582.00 |
11027 |
| B05B3 | Lean Concrete | Cum | 8582.00 |
11027 |
| B05B4 | Lean Concrete(1:3:6) | Cum | 5800.00 |
7453 |
| B05C | Concrete Bonding Chemical | L | 1600.00 |
2056 |
| B05D | Brick Flat Soling | Sqm | 439.00 |
564 |
| B05D1 | One Layer Brick Flat Soling | Sqm | 480.00 |
617 |
| B05D2 | Levelling ad Dressing | Sqm | 32.00 |
41 |
| B05E | 38mm PatentStone(1:2:4),Stone,S:L | Sqm | 620.00 |
797 |
| B05F1 | Bitumins Water Proof Membran-Foun | Sqm | 1294.00 |
1663 |
| B05F2 | Bitumins Water Proof Membran-Roof | Sqm | 1076.00 |
1383 |
| B05F3 | BituminsWaterProof Membran-Fl-Wa | Sqm | 1294.00 |
1663 |
| B06A | Concrete-4500 psi-Mat | M3 | 11857.00 |
15235 |
| B06A0 | Concrete-30Mpa-Cap/Footing/Mat | Cum | 11689.00 |
15019 |
| B06A1 | Concrete-C-25-Mat, Retaining Wall | Cum | 10453.00 |
13431 |
| B06A2 | Concrete-32Mpa-Mat | Cum | 11936.00 |
15337 |
| B06A3 | Concrete-32Mpa-Retaining Wall | Cum | 11601.00 |
14906 |
| B06A4 | Concrete-32Mpa-Wall-Substructure | Cum | 11601.00 |
14906 |
| B06A5 | Concrete-32Mpa-Slab-Substructure | Cum | 11733.00 |
15076 |
| B06A6 | Concrete-32Mpa-Beam-Substructure | Cum | 12131.00 |
15587 |
| B06A7 | Concrete-32Mpa-Stair-Substructure | Cum | 11601.00 |
14906 |
| B06A8 | Concrete-32Mpa-Colum-Substructure | Cum | 12131.00 |
15587 |
| B06A9 | Concrete-3500psi-Wall-Substructur | Cum | 10541.00 |
13544 |
| B06B | Concrete-4500 psi in Basement-3 | M3 | 14119.00 |
18142 |
| B06B0 | Concrete-30Mpa-R,Wall/Col/Star-PL | Cum | 11954.00 |
15360 |
| B06B1 | Concrete-C-35 in Basement-3 | M3 | 10877.00 |
13976 |
| B06C | Concrete-3500 psi in Basement-2 | M3 | 13059.00 |
16780 |
| B06D | Concrete-4500psi in Basement-2 | M3 | 15133.00 |
19445 |
| B06E | Concrete-3500 psi in Basement-1 | M3 | 14074.00 |
18084 |
| B06F | Concrete-4500psi in Basement-1 | M3 | 14805.00 |
19023 |
| B06G | Concrete-3500psi in GF | M3 | 13746.00 |
17662 |
| B06H | Concrete-C-25-Column, Wall | Cum | 12713.00 |
16335 |
| B06J | Concrete-C25-Slab, Beam | Cum | 12537.00 |
16109 |
| B06K | VH-Admixture | Sum | 145000.00 |
186313 |
| B07A | Re-Bar Grade 60 in Mat | TON | 61950.00 |
79601 |
| B07B | MS Rod - Grade-60 up to GF | TON | 61950.00 |
79601 |
| B07B1 | MS Rod-Geade-500W/72.5 Upto GF | Ton | 74910.00 |
96253 |
| B07B2 | MS Rod-Grade 500W/72.5 -Mat | Ton | 74910.00 |
96253 |
| B08A | PVC Water Stopper-6" width | M | 164.00 |
211 |
| B08A1 | PVC Water Stopper-150 mm Fixing | M | 238.00 |
306 |
| B08B | PVC Water Stopper-8" Width | M | 246.00 |
316 |
| B09A | Brick Work-125mm Thick | M2 | 821.00 |
1055 |
| B09A1 | Brick Work (1:4)-125mm Thick-PWD | M2 | 902.00 |
1159 |
| B09B | Brick Work-250mm Thick | M3 | 5202.00 |
6684 |
| B10A | Plaster Work-12mm Thick | M2 | 163.00 |
209 |
| B10B | Plaster with NCF | M2 | 68.00 |
87 |
| B11A | Steel Shutter-Mat | Sqm | 3004.00 |
3860 |
| B11A0 | Formwork Wood-Substructure | Sqm | 345.00 |
443 |
| B11A1 | Formwork Wood-Mat/Cap/Footing | Sqm | 473.00 |
608 |
| B11B | Steel Shutter-Retaining Wall | Sqm | 3470.00 |
4459 |
| B11C | Steel Shutter-Wall-Substructure | Sqm | 4318.00 |
5548 |
| B11C0 | Steel Shutter-Footing | Sqm | 1154.00 |
1483 |
| B11C1 | Steel Shutter-Shear Wall-Supply | Sqm | 4226.00 |
5430 |
| B11D | Steel Shutter-Slab-Substructure | Sqm | 3554.00 |
4567 |
| B11E | Steel Shutter-Beam-Substructure | Sqm | 3013.00 |
3871 |
| B11F | Steel Shutter-Stair-Substructure | Sqm | 3026.00 |
3888 |
| B11G | Steel Round Shutter-king Post | Sqm | 2886.00 |
3708 |
| B11H | Steel Shutter-Column-Substructure | Sqm | 3680.00 |
4728 |
| B11J | Column Retrofitting | LS | 250000.00 |
321229 |
| B12A | Casion Shutter Supply, Driving | Sqm | 8724.00 |
11210 |
| B12A1 | Cassion Shutter withrwal from bot | Sqm | 25000.00 |
32123 |
| B12A2 | Cassion-3.000 m dia Driving | Rm | 82177.00 |
105591 |
| B12A3 | Cassion-3.000 m dia Withdrawl | Rm | 25348.00 |
32570 |
| B12A4 | Cassion-3.000m-Additional | Sum | 999999.99 |
1284916 |
| B12B | Sand Lift, remove from Cashion | Cum | 2495.00 |
3206 |
| B12B1 | RCC Dismantle, remove fm cassion | LS | 999999.99 |
1284916 |
| B12B2 | Steel Cutting, removal fm cassion | LS | 999999.99 |
1284916 |
| B12C | Salvage-Joist Cutting, Pile Break | LS | 999999.99 |
1284916 |
| B12C1 | Salvage-Joist, MS Bar Lift, Remov | Ton | 10000.00 |
12849 |
| B12C2 | Salvage-Broken Pile Lift/ Remove | Cum | 3532.00 |
4538 |
| B12C3 | Lifting-Excavataor,Generator, Wel | L.S | 999999.99 |
1284916 |
| B12C4 | Lifting-Pipe,Billboard,Silo | L.S | 200000.00 |
256983 |
| B12C5 | Salvaged Equip,Tools Lift removal | LS | 999999.99 |
1284916 |
| B12C6 | Tie Beam-Earth Removal | Cum | 1766.00 |
2269 |
| B12C7 | Tie-Beam-Wall-Additional | LS | 999999.99 |
1284916 |
| B12C8 | Steel Salvage Value | Ton | 25000.00 |
32123 |
| B12D | Backfill casssion void manually | Cum | 2000.00 |
2570 |
| B13A | Hire Charge-Crawler Crane-50T-8hr | Day | 76346.00 |
98098 |
| B13B | Hire Charge-Compressor | Day | 14134.00 |
18161 |
| B13C | Oxygen Cyl, Light, Mask, Ladder | No. | 14134.00 |
18161 |
| B13C1 | Air flow, exhaust fan for cassion | Day | 5000.00 |
6425 |
| B13C2 | Dewatering per Cassion | Day | 8000.00 |
10279 |
| B13C3 | Dewatering Substructure | Day | 6865.00 |
8821 |
| B13D | Long Boom Excavator-8 Hour | Day | 34533.00 |
44372 |
| B13E | Suvey Work with Total station | Day | 4125.00 |
5300 |
| B14A | Retrofitting 7-Col,1-wall,3-floor | LS | 999999.99 |
1284916 |
| B14B | Retrofitting Shutter Reparing | M2 | 1092.00 |
1403 |
| B15 | Pile Gap Sealing Work | Sqm | 3229.00 |
4149 |
| B16 | Hard Pavement with Drain | Sqm | 2420.00 |
3109 |
| B17 | Safety Railing-1.2m Height | Rm | 1126.00 |
1447 |
| B18 | Shed with Tripol and Bamboo | Sqm | 753.00 |
968 |