**COMPOUND WALL COST ESTIMATE WITH ALL DETAILED**

**Compound wall Size: 15.0 Meter Length X 2.10 Meter stature****Area in Sq.mt is = 31.50/Sq.mt****Cost**of Compound divider/wall Per**Square Meter is = Rs. 4613/Sq.mt**

## Summary

Aggregate sum of Compound divider/wall is **= 1,45,283.19 **

**Cost** of Compound divider/wall Per **Square Meter is = Rs. 4613/Sq.mt**

**Cost** of Compound divider/ wall Per Square Feet is **= Rs. 430/Sq.ft **

**Cost **of Compound divider/ wall Per Running Meter is **= Rs. 9,686/Rmt **

**Cost **of Compound divider/ wall Per Running Feet is **= Rs. 2,953/Rft **

## Abstract sheet

Thing No. 1: Cost of Excavation is = 12.393 Cubic Meter X Rs. 120.0 Rate = Rs. 1,487.16

Thing No. 2: Cost of Back filling is = 7.985 Cubic Meter X 90.0 = Rs. 718.63

Thing No. 3: Cost of Sand Filling is = 0.864 Cubic Meter X Rs. 800.0 Rate = Rs. 691.20

Thing No. 4: Cost of PCC is = 1.314 Cubic Meter X Rs. 3800.0 Rate = Rs. 4,993.20

Thing No. 5: Cost of RCC is = 4.800 Cubic Meter X Rs. 5500.0 Rate = Rs. 26,400.00

Thing No. 6: Cost of Form work is = 41.900 Square Meter X Rs. 250.0 Rate = Rs. 10,475.0

Thing No. 7: Cost of TMT Bars is = 480.00 KG X Rs. 70.0 Rate = Rs. 33,600.0

Thing No. 8: Cost of Brick work is =7.30 Cubic Meter X Rs. 4500.0 Rate = Rs. 32,850.0

Thing No. 10: Cost of Plaster is = 66.80 Square Meter X Rs. 330.0 Rate = Rs.22,044.0

Thing No. 11: Cost of Paint is = 66.80 Square Meter X Rs. 180.0 Rate = Rs.12,024.0

## Estimation sheet according to Below

### Item No. 1: Excavation for foundation (all Dimension in Meter):

Footing (F1) : 6 Nos X 1.2 Length X 1.2 width X 1.2 Depth =
10.37 Cubic Meter

Ground Beam : 1 Nos X
15.00 Length X 0.300 width X 0.450 Depth = 2.03 Cubic Meter

Total Quantity of Foundation is = 10.37 + 2.03 = 12.393
Cubic Meter

### Item No. 2: Filling available excavated earth/ Back filling (all Dimension in Meter):

Total Excavated Earth/soil = 12.39 Cubic Meter

Deduction of RCC in foundation = 4.408 Cubic Meter

Total Quantity of Foundation is = 12.39 – 4.408 = 7.985
Cubic Meter

### Item No. 3: Sand Filling in Footing (all Dimension in Meter):

Footing (F1) : 6 Nos X 1.2 Length X 1.2 width X 0.100 Depth =
0.864 Cubic Meter

Total Quantity of Foundation is = 0.864 Cubic Meter

### Item No. 4: Plain Cement Concrete (PCC) 1:4:6 (all Dimension in Meter):

Footing (F1) : 6 Nos X 1.2 Length X 1.2 width X 0.100 Depth =
0.864 Cubic Meter

Ground Beam : 1 Nos X
15.00 Length X 0.300 width X 0.100 Depth = 0.450 Cubic Meter

Total Quantity of Foundation is = 0.864 + 0.450 = 1.314
Cubic Meter

### Item No. 5: Reinforce Cement Concrete (RCC) M-25 (all Dimension in Meter):

Footing (F1) : 6 Nos X 1.1 Length X 1.1 width X 0.300 Depth =
2.178 Cubic Meter

Pedestal (C1) : 6 Nos X 0.230 Length X 0.300 width X 0.800
Depth = 0.331 Cubic Meter

Column (C1) : 6 Nos X 0.230 Length X 0.300 width X 2.100
Depth = 0.869 Cubic Meter

Ground Beam : 1 Nos X
15.00 Length X 0.230 width X 0.300 Depth = 1.035 Cubic Meter

Coping Beam : 1 Nos X
15.00 Length X 0.230 width X 0.100 Depth = 0.345 Cubic Meter

Total Quantity is = 2.178 + 0.331 + 0.869 + 1.035 + 0.345 = 4.800
Cubic Meter

### Item No. 6: Reinforce Cement Concrete (RCC) M-25 (all Dimension in Meter):

Footing (F1) : 6 Nos X 4.400 Length X 0.300 Depth/width = 7.920
Square Meter

Pedestal (C1) : 6 Nos X 1.060 Length 0.800 Depth/ width = 5.088
Square Meter

Column (C1) : : 6 Nos X 1.060 Length X 2.100 Depth/ width = 13.356
Square Meter

Ground Beam : 1 Nos X
15.00 Length X 0.830 width/ Depth = 12.450 Square Meter

Coping Beam : 1 Nos X
15.00 Length X 0.200 width/ Depth = 3.000 Square Meter

Total Quantity is = 7.920 + 5.088 + 13.356 + 12.450 + 3.00 =
41.900 Square Meter

### Item No. 7: TMT Bars – Fe 500/ 500D (all Dimension in Meter):

Total QTY of RCC (Tum Rules) = 4.800 Cubic Meter (QTY) X 100 (kg/Cu.mt) = 480.00 KG

Total Quantity is =
480.00 KG

### Item No. 8: Brick Masonry wall (all Dimension in Meter):

Above Ground Lvl. wall : 1 Nos X 15.00 Length X 0.230 width
x 2.100 Height = 7.245 Square Meter

Total Quantity is = 7.300 Square Meter

### Item No. 9: Sand faced Plaster – 20 mm thick (all Dimension in Meter):

Wall plaster (2 side): 2 Nos X 15.00 Length X 2.100 Height =
63.00 Square Meter

Wall plaster (Top): 1 Nos X 15.00 Length X 0.250 width = 3.750
Square Meter

Total Quantity is = 63.00 + 3.750 = 66.800 Square Meter

### Item No. 10: Exterior Paint (all Dimension in Meter):

Wall plaster (2 side): 2 Nos X 15.00 Length X 2.100 Height =
63.00 Square Meter

Wall plaster (Top): 1 Nos X 15.00 Length X 0.250 width = 3.750
Square Meter

Total Quantity is = 63.00 + 3.750 = 66.800 Square Meter

Structural Detailed As per Below

Footing Plan

### Footing Cross Section

### Typical Detailed of Ground Beam & Coping Beam

### Ground Beam

## FOOTING DETAILED AS PER BELOW:

SIZE OF EXCAVATION (BFXLF): 1200 mm X 1200 mm

SIZE OF FOOTING (BXL) : 1100 mm X 1100 mm

CONCRETE MIX : M-25

DEPTH d : 300 mm

STEEL II TO L : 8 D10

STEEL II TO B : 8 D10

## COLUMN DETAILED AS PER BELOW:

SIZE OF COLUMN (bxl): 300 mm X 230 mm

STIRRUPS: D8 A-150

CONCRETE MIX : M-25