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