Civil Engineer: BoQ

SOIL EXCAVATION CALCULATION SCHEDULE FOR GENERATOR ROOM
N^o	Item	Item Number	DIMENSION			VOLUME	REMARK
		pcs	W(m)	L(m)	H (m)	(m3)
(a)	(b)	( c )	( d )	( e)	(f)	( g= c x d x e x f )	( h)
Soil Excavation of Generator Room
I.	Foundation
1	F1 (A-1)	1	1.60	1.60	2.40	6.144	Offset 0.5m around working area
2	F1 (A-2)	1	1.60	1.60	1.50	3.840
3	F1 (A-3)	1	1.60	1.60	1.50	3.840
4	F1 (A-4)	1	1.60	1.60	1.50	3.840
5	F1 (B-1)	1	1.60	1.60	1.50	3.840
6	F1 (B-2)	1	1.60	1.60	1.50	3.840
7	F1 (B-3)	1	1.60	1.60	1.50	3.840
8	F1 (B-4)	1	1.60	1.60	1.50	3.840
9	F1 (C-1)	1	1.60	1.60	1.50	3.840
10	F1 (C-2)	1	1.60	1.60	1.50	3.840
11	F1 (C-3)	1	1.60	1.60	1.50	3.840
12	F1 (C-4)	1	1.60	1.60	1.50	3.840
Total						48.384
II.	Ground Slab
1	Pit(0.6x2.5x1.2)	1	1.90	3.80	0.60	4.332	Level of Existing Soil=10.00m
2	Pit(0.4x1.2x1.2)	1	1.70	2.50	0.60	2.550	Level of Existing Soil=10.00m
Total						6.882
Sub-Total						55.266

CRUSH STONE M30 CALCULATION SCHEDULE FOR GENERATOR ROOM
N^o	Item	Item Number	DIMENSION			VOLUME	REMARK
		pcs	W(m)	L(m)	H(m)	(m3)	REMARK
(a)	(b)	( c )	( d )	( e)	(f)	(g) =( c x d x e x f )	( h )
Crushed Stone M30 at Generator Room
I.	Foundation					1.80
1	F1 (A-1)	1	1	1	0.15	0.150	Offset 0.2m around working area
2	F1 (A-2)	1	1	1	0.15	0.150
3	F1 (A-3)	1	1	1	0.15	0.150
4	F1 (A-4)	1	1	1	0.15	0.150
5	F1 (B-1)	1	1	1	0.15	0.150
6	F1 (B-2)	1	1	1	0.15	0.150
7	F1 (B-3)	1	1	1	0.15	0.150
8	F1 (B-4)	1	1	1	0.15	0.150
9	F1 (C-1)	1	1	1	0.15	0.150
10	F1 (C-2)	1	1	1	0.15	0.150
11	F1 (C-3)	1	1	1	0.15	0.150
12	F1 (C-4)	1	1	1	0.15	0.150
II.	Ground Slab and Beam					36.980
1	Slab Area	1	8.60	####	0.25	36.980	Offset 0.2m around working area
Sub-Total						38.780

Civil Engineer