B.O.Q.xlsx

	A	B	C	D	E	F
1	EXHIBIT C - Part 2: LUMP SUM PRICE BREAKDOWN
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3	Item	Description	Qty	Unit	Rate	Amount
4			0		(SR)	(SR)
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6		02 SITE CONSTRUCTION
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8		The Contractor is referred to the specifications and drawings for all details related to the works of this division and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the i
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10		02300 EXCAVATION
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12		NOTE: Excavation quantities are based on the assumption that rock layers are found at a depth less than 1.25 m from the natural ground level.
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14	A	Mat Foundations	715	m3	24.50	17,517.50
15						0.00
16	B	Isolated Footings	470	m3	30.60	14,382.00
17						0.00
18	C	Grade Beams	83	m3	36.70	3,046.10
19						0.00
20		02300 FILLING				0.00
21						0.00
22	D	Compacted replacement granual material fill	1321	m3	24.50	32,364.50
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26		02 SITE CONSTRUCTION
27		To Building Summary	S.R			67,310.10
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