Length Breadth Height
Item No. Particulars No. Quantity Unit Remarks
(mm) (mm) (mm)
1 Earthwork in Excavation
C/C Lengths
Outer Wall 1 34870 900 600 18.8298 m^3 C/C Perimeter of Outer Walls
Kitchen Wall 1 5500 900 600 2.97000 m^3
Toilet 1 1955 900 600 1.0557 m^3
toilet 2 1 2030 900 600 1.0962
Bedroom 1 4035 900 600 2.1789
Bedroom 2 1 3230 900 600 1.74420 m^3
Staircase 1 3435 900 600 1.854900 m^3
store room 1765 900 600 0.953100
Hall 3830 900 600 2.068200
Deductions 1 557 900 600 0.30078 m^3
Total C/C Length of walls = 477800
Total 33.051780 m^3
2 M15 PCC
Foundation 1 47205 900 12.74535 m^3 Same Length as walls (1)
300
Area = Area = 1/2 * Rise * Tread; Rise = 150
Staircase Steps 19 18750 1150 0.4096875 m^3 mm, Tread =
250mm
Total 13.155038 m^3
First class brick work in 1:4 cement sand
3 mortar in Foundation & Upto Plinth Level
First Footing 1 47180 600 200 5.661600 m^3 L =52855(From 1) -13 * 700/2
2nd Footing 1 46780 400 200 3.74240 m^3
Footing to Plinth Level 1 46780 400 200 3.74240 m^3
Total 79.29387 m^3
4 Earthwork in Filling
Earthwork Excavation 33.0517 m^3 From (1)
Ground Level to Plinth Level 1
8550 8800
47.025 m^3 Height = 700 mm - 75 mm (PCC)
625
M15 PCC in Foundation 12.69135 m^3 From 2.1
Brick Work in Foundation & Upto
m^3
Plinth Level
Total 92.768050 m^3
5 25 mm DPC
L = same as length of Brick work below
6.1 Below Walls (including Doors) 1 47780 230 0.0110 m^2 plinth level
(4.5)
6 75 mm lean concrete flooring
Total Ground Floor Area 1 9000 8800 0.08 m^2
Deduction
Total Wall length = Length of Wall (with
Doors) (= 25200 from 7.1) - Doors (=
Wall 1 47460 230 10.9158 m^2 3900 from 7.2)
RCC at toe of staircase 1 65 1150 0.00 m^2 L & B From 3.2.1
Total 10.9951 m^2
7 12.5 mm cement floor finish
Total Ground Floor Area 1
9000 8800
0.08 m^2
Deductions 0
Wall 0.0000 m^2 Same as lean concrete flooring 7.2.1
Total 11.0743 m^2
8 25 mm cement finish in roof
Roof Level 0
L = 8550 + 2*800; B = 8800 + 2*800;
Total Area 1 10150 10400 0.11 m^2 800mm
projection on all sides
Deductions for Staircase Void 1 3550 2605 0.00925 m^2
L= Grid BC (4750 mm) + 2 * 1/2 column
(=300 mm) + 2 * projection (800 mm);
Staircase Cover 1 6650 4700 0.031 m^2 Similarly Breadth
Total 127.56725 m^2
First Class Brick Work in 1:6 cement sand
9
mortar in superstructure
Gross Wall Area in Ground Floo 1 47780 230 2875 33.9618 L (From 4.5)
L = 3401+8483+8455+5495 (Perimeter
Parapet Wall 1 25833 100 800 2066640000.00000 m^3 From
Drawing)
Deductions 0
Door and Window Openings 0
D1 1 1200 230 2400 662400000.0000 m^3
D2 3 1000 230 2100 1449000000.000 m^3
D3 1 700 230 2100 4178040000.0000 m^3
W1 5 1800 230 1200 2.484 m^3
W2 1 1170 230 600 161460000.00000 m^3
W3 1 700 230 400 0.0644 m^3
Lintel Over Door and Windows 0.7038 m^3 From 3.6
Total 38.49013 m^3
12.5 mm Plaster of Indoors in 1:6 cement
10 H = 3000 - Slab = 2875
sand mortar
Kitchen Wall 1 5500 38.0075 m^2 P = 2 *(3305+3305)
Toilet 1 1955 38.0075 m^2 P = 2 *(3305+3305)
toilet 2 1 2030 P=3535+4555+5505+3320; Lengths
measured from drawing; P is not =
2(L+B) because two wall of living
48.630625 m^2 room are not complete.
Bedroom 1 4035 21.70625 m^2 P = 2 * (1270+2505)
Bedroom 2 1 3230 10.824375 m^2
Staircase 1 3435 8.25125 m^2 L= 1270 + 2 * 800
store room 1765 29.626875 m^2 P =4555+ 3250+2500
Hall 3830 34.01 m^2 Long Wall = 4555; Short Wall = 2605
Deductions
D1 1 1200 2400 2.88 m^2
D2 5 1000 2100 10.5 m^2
D3 2 65 2100 273000.00 m^2
W1 5 1800 1200 10800000.0 m^2
W2 1 1170 600 702000.000 m^2
W3 1 700 400 280000.00 m^2
Total 0.00000 m^2
12.5 mm Plaster of Outdoors in 1:4 Cement
11 0
Sand Mortar
Total Outside Wall Perimeter in Ground
1 34600 3000 12055000.0 m^2 P = 2*(8800+8500)
Floor
Walls of Staircase Cover 1 15240 2500 38.1 m^2 From 10.2 L = 2* (5015+2605)
Deductions 0
D1 1 1200 2400 2.88 m^2
D2 1 1000 2100 2.1 m^2 L = 8800 + 2 * 800
W1 5 1800 1200 10.8 m^2
W2 1 1170 600 0.702 m^2
W3 1 700 400 0.28 m^2
Slab Soffit at Roof Level
Longer Side 2 10400 800 16.64 m^2
Shorter Side 2 8550 800 13.68 m^2
Slab Soffit at Staircase cover
Longer Side 2 6350 800 10.16 m^2
Shorter Sid 2 2800 800 4.48 m^2
Total 186.86 m^2
Plaster of Ceiling in 1:3 Cement Sand
12
Mortar
Total Outside Wall Perimeter in Ground
1 34600 3000 215.2 m^2 P = 2*(8800+8500)
Floor
Walls of Staircase Cover 1 15240 2500 38.1 m^2 From 10.2 L = 2* (5015+2605)
Deductions 0
D1 1 1200 2400 2.88 m^2
D2 1 1000 2100 2.1 m^2 L = 8800 + 2 * 800
W1 5 1800 1200 10.8 m^2
W2 1 1170 600 0.702 m^2
W3 1 700 400 0.28 m^2
Slab Soffit at Roof Level
Longer Side 2 10400 800 16.64 m^2
Shorter Side 2 8550 800 13.68 m^2
Slab Soffit at Staircase cover
Longer Side 2 6350 800 10.16 m^2
Shorter Sid 2 2800 800 4.48 m^2
Total 186.86 m^2