ESTIMATING AND COSTING OF CIVIL ENGINEERING PROJECTS (LECTURED BY: #BOSS - A Verified S
Length of Wall 1 = 15 ft
Length of Wall 2 = 10 ft Estimate of T-Wall P.C.C
STEP - 1
STEP - 2
Super
Stru 0.75 12 15
D.P.C 1:2:4
0.5 (6") 10
Step - 3 9" G.L 0.75 Wall 2
0.25 (3")
Step - 2 1.125 0.5 (6")
STEP - 2
Step - 1 1.5 0.5 (6") STEP - 1
P.C.C
PCC
2.25 0.75 (9")
1:3:6
Note: The Input Data are in Red color (In feet), you can change the values as per your requirement
Length (L) Breadth (B) Height (H) Quantity
S# Description No
(ft) (ft) (ft) (Cft)
1
Excavation
(Length = Breadth of PCC - Breadth of Wall + Length of
Wall)
Excavation of Wall - 1 1 16.50 2.25 2.00 74.25
Excavation of Wall - 2 1 10.00 2.25 2.00 45.00
Total Excavation = 119.25
2 Concrete (1:3:6)
(Length = Same As Per Excavation)
Concrete of Wall - 1 1 16.50 2.25 0.75 27.84
Concrete of Wall - 2 1 10.00 2.25 0.75 16.88
Total Concrete = 44.72
3 Brick Work (Foundation upto Plinth)
(Length of Wall 1 = Breadth of B/W - Breadth of Wall +
Length of Wall)
Brick Work in Wall - 1
Step - 1 1 15.750 1.500 0.500 11.813
Step - 2 1 15.375 1.125 0.500 8.648
Step - 3 15.000 0.750 0.750 8.438
Brick Work in Wall - 2
Step - 1 1 10.000 1.500 0.500 7.500
Step - 2 1 10.000 1.125 0.500 5.625
Step - 3 1 10.000 0.750 0.750 5.625
Total Brick Work = 47.648
4
D.P.C (1:2:4) 1.5" thick
(Length = Breadth of DPC - Breadth of Wall +
Length of Wall)
D.P.C of Wall - 1 1 15.000 0.750 --- 11.250
D.P.C of Wall - 2 1 10.000 0.750 --- 7.500
Total D.P.C = 18.750
5 Brick Work (in Cement Mortar (1:4) in S/Str)
(Length = Orgional Length of Wall)
Brick Work S/S of Wall - 1 1 15.00 0.75 12.00 135.00
Brick Work S/S of Wall - 1 1 10.00 0.75 12.00 90.00
Total Brick Work in Super Structure = 225.00
6 Cement Plaster (1" Thick with mortar 1:3)
Plaster in Wall - 1
Front and Back (L x H) 2 15.000 --- 12.00 180.00
Sides (B X H) 2 0.750 --- 12.00 9.00
Plaster in Wall - 2
Front and Back (L x H) 2 10.00 --- 12.00 120.00
Sides (B X H) 1 I already include this side in wall - 1 ---
Total Plaster = 309.00
7 White Wash 3 Coats As Per the Item No. 6 309.00
BY: #BOSS - A Verified Surveyor)
of T-Wall
P.C.C
EP - 1
EP - 2
15 Wall 1
Remarks
0.75 + 0.5 + 0.5 + 0.25 =H
2.25 - 0.75 + 15 = L
L of Side Wall (Wall 2) Should be the
Same
The Length of PCC/Concrete and
Excavation are always same but
height of Excavation and
Concrete is different.
2.25 - 0.75 + 15 = L
1.50 - 0.75 + 15 = L
0.75 - 0.75 + 15 = L
Wall 2 is a side wall, so the
Length of Side wall is always
same
Sft
Sft
Sft
Sft
Sft
Sft
Sft
Sft
ESTIMATING AND COSTING OF CIVIL ENGINEERING PROJECTS (LECTURED BY: #BOSS - A Verified S
Length of Wall 1 in ft = 6 m
Length of Wall 2 in ft = 4 m Estimate of T-Wall P.C.C
STEP - 1
STEP - 2
Super
Stru 30 7 6
m
D.P.C 1:2:4 P.L
4
Wall 2
Step - 2 40 60 cm
G.L
STEP - 2
Step - 1 50 20 cm STEP - 1
P.C.C
PCC
70 30 cm
1:3:6
Note: The Input Data are in Red color (In feet), you can change the values as per your requirement
Length (L) Breadth (B) Height (H) Quantity
S# Description No
(ft) (ft) (ft) (Cft)
1
Excavation
(Length = Breadth of PCC - Breadth of Wall + Length of
Wall)
Excavation of Wall - 1 1 6.40 0.70 0.50 2.24
Excavation of Wall - 2 1 4.00 0.70 0.50 1.40
Total Excavation = 3.64
2 Concrete (1:3:6)
(Length = Same As Per Excavation)
Concrete of Wall - 1 1 6.40 0.70 0.30 1.34
Concrete of Wall - 2 1 4.00 0.70 0.30 0.84
Total Concrete = 2.18
3 Brick Work (Foundation upto Plinth)
(Length of Wall 1 = Breadth of B/W - Breadth of Wall +
Length of Wall)
Brick Work in Wall - 1
Step - 1 1 6.200 0.500 0.200 0.620
Step - 2 1 6.100 0.400 0.600 1.464
Brick Work in Wall - 2
Step - 1 1 4.000 0.500 0.200 0.400
Step - 2 1 4.000 0.400 0.600 0.960
Total Brick Work = 3.444
4
D.P.C (1:2:4) 1.5" thick
(Length = Breadth of DPC - Breadth of Wall +
Length of Wall)
D.P.C of Wall - 1 1 6.000 0.300 --- 1.800
D.P.C of Wall - 2 1 4.000 0.300 --- 1.200
Total D.P.C = 3.000
5 Brick Work (in Cement Mortar (1:4) in S/Str)
(Length = Orgional Length of Wall)
Brick Work S/S of Wall - 1 1 6.00 0.30 7.00 12.60
Brick Work S/S of Wall - 1 1 4.00 0.30 7.00 8.40
Total Brick Work in Super Structure = 21.00
6 Cement Plaster (1" Thick with mortar 1:3)
Plaster in Wall - 1
Front and Back (L x H) 2 6.000 --- 7.00 42.00
Sides (B X H) 2 0.300 --- 7.00 2.10
Plaster in Wall - 2
Front and Back (L x H) 2 4.00 --- 7.00 28.00
Sides (B X H) 1 I already include this side in wall - 1 ---
Total Plaster = 72.10
7 White Wash 3 Coats As Per the Item No. 6 72.10
BY: #BOSS - A Verified Surveyor)
of T-Wall
P.C.C
EP - 1
EP - 2
6 Wall 1
Remarks
0.3 + 0.2 = H
0.7 - 0.3 + 6 = L
L of Side Wall (Wall 2) Should be the
Same
The Length of PCC/Concrete and
Excavation are always same but
height of Excavation and
Concrete is different.
0.50 - 0.3 + 6 = L
0.40 - 0.3 + 6 = L
Wall 2 is a side wall, so the
Length of Side wall is always
same
Sft
Sft
Sft
Sft
Sft
Sft
Sft
Sft
