BREAKDOWN OF UNIT PRICE |
Item:092202. Micro pile (1:1.25:2.5)-205x205mm |
Basis:223rft | |
A1.Brick/ Blocks |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Brick | 76.918 | Nos. |
10.00 | |
|
|
Sub-Total(A1) |
769.18
|
11.33
|
A2.Cement |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Cement: CEM-II/A,52.5-PCC | 0.385 | bag |
405.00 | |
|
Cement: CEM-I, 52.5-OPC | 25.250 | bag |
440.00 | |
|
|
Sub-Total(A2) |
11265.93
|
165.93
|
A3.Stone/ Mosaic/ Admix |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Stone chips-19mm crushed | 80.000 | cft |
218.04 | |
|
|
Sub-Total(A3) |
17443.20
|
256.91
|
A4.Earth/ Sand |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Sand (FM=0.8) | 1.282 | cft |
16.70 | |
|
Sand (F.M.1.2) | 1.282 | cft |
19.00 | |
|
Sand (F.M.2.2) | 40.000 | cft |
53.80 | |
|
|
Sub-Total(A4) |
2197.77
|
32.37
|
E1.Equipment/ Scaffoldi |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Mixer m/c hire charge | 0.167 | day |
1200.00 | |
|
Vibrator m/c hire charge | 0.333 | day |
550.00 | |
|
Fuel for mixer m/c, vibra | 0.167 | day |
1275.00 | |
|
|
Sub-Total(E1) |
596.48
|
8.79
|
F2.Steel-MS/ SS |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
MS Sheet-use 16 times | 222.836 | kg |
4.80 | |
|
MS Angle-use 16 times | 346.781 | kg |
4.37 | |
|
FI Bar-use 16 times | 15.121 | kg |
4.37 | |
|
Nut-bolt-use 16 times | 4.570 | kg |
10.00 | |
|
|
Sub-Total(F2) |
2696.82
|
39.72
|
L1.Labour-Civil |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Ordinary Labour | 0.653 | No. |
550.00 | |
|
Mason | 0.717 | No. |
700.00 | |
|
Skilled Labour | 1.239 | No. |
600.00 | |
|
Head Mason | 0.231 | No. |
800.00 | |
|
|
Sub-Total(L1) |
1789.25
|
26.35
|
L2.Work Rate-1 |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Make steel shutter-use 16 | 153.080 | sft |
5.63 | |
|
Fixing Precast pile shutt | 153.080 | sft |
12.00 | |
|
|
Sub-Total(L2) |
2698.80
|
39.75
|
M1.Miscelleneous |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Polythene-Single Layer | 225.057 | sft |
2.60 | |
|
Hessain for water-tight | 153.080 | sft |
1.50 | |
|
Curing for 28 days | 153.080 | sft |
4.58 | |
|
|
Sub-Total(M1) |
1515.87
|
22.33
|
M2.Local Carriage,Sundr |
|
Item |
Quantity |
Unit |
Rate(Tk.) |
Cost(Tk.) |
Rate(Tk.) |
Local Carriage-(Labour) | 0.656 | No. |
550.00 | |
|
|
Sub-Total(M2) |
360.80
|
5.31
|
|
|
|
Total(1) |
|
608.79 |
|
Add over head on Total(1)
|
3.5 % |
21.31 |
|
Add Profit on Total(1) |
10.0 % |
60.88
|
|
|
|
Total(2) |
|
82.19 |
|
Add VAT on Unit Price |
5.5 % |
4.78 |
|
|
|
Unit Price |
|
86.97
|
|
|
|
Say |
87 |
per metr |