BILL OF QUANTITIES AND COST ESTIMATE OF PROPOSED Project for ITG 401 Summer One Course
ITEM	DESCRIPTION	Unit	Qtity	Rate in AED	Amount
1	Site installation: To include general site clearing,erecting site signpost , temporary fence on the site, temporary connection to water and powerect	SUM	1	500,000
ELEMENT 01 SUBSTRUCTURE		Unit	Qtity	Rate in AED	Amount
	EARTH WORKS
1	Excavate oversite average 100 mm deep to remove and cart away vegetable soil	SM	60	200
2	Excavation of foundation trenches and back filling after construction ,	CM	70	2,000
	Blinding class 20 under strip foundations an bases , thickness 50mm	CM	1	60,000
	Stones masonry
	Natural Stone foundation; in cement and sand (1:3) mortar 400mm wide	CM	2	25,000
	Sub-structure (All Provisional) Carried to Summary
	Sub-structure (All Provisional) Carried to Summary
	Column bases	CM	13	120,000
	Columns	CM	11	120,000
	beams	CM	12	120,000
	Burnt Clay bricks masonory walling in cement mortar (1:3)
	200 mm Thick	CM	172	55,000
	RHS 60x40x 3mm RHS for trusses (Rafters )	LM	175	7,000
	RHS 40x40x2mm RHS Purlines and internal members	LM	198	6,000
	RHS 60x40x 3mm RHS for trusses (Rafters )	LM	350	55,000
	RHS 40x40x2mm RHS Purlines and internal members	LM	350	55,000
	Roof coverings	SM	320	5,500
	1.5mm thick MS sheet gutters including painting	LM	25	2,300
	Weather guard paint applied in	LM	220	3,000
	600mm wide apron in concrete grade 20 to receive wood float, smoothened l, color of additives	LM	132	7,500
	Supply and fix Ceramic wall tiles including bedding	SM	16	8,500
	OUND FLOOR Plaster to walls , columns and beams	SM	400	1,800
	3mm thick Plastic ceiling to approved color	SM	71	6,500
	EXCAVATION
	Excavation in sandy soil or any other soil. The price includes excavation for any un wanted existing soil, organics, etc to any levels as per engineer instruction and approval drawings.The price also includes transportation of excavated material to approved dump area according to supervision engineers instructions, and includes using shutter bracing to the excavation sides.	L.S	1	550,000
	Backfilling by using (Sand) around foundations , walls & any other element for building to design levels up to the ground floor slab level and outside yard, which shall be spread in layers not exceeding 25 cm and compacted (98%) as shown in the drawings and mentioned in the specifications and according to the engineer's instructions.	m	670	12,000
	CONCRETE (B - 200)
	6" Solid Block (400 mm x 200 mm x 200 mm)	mm	12,750
	8" Insulated Block (400 mm x 200 mm x 200 mm)	mm	13,600
	12" Insulated Block (400 mm x 300 mm x 200 mm)	mm	14,250
	Cement	KG	50 US Tons
	CARRIER 60 Ton Air Cooled Chiller	1	3
	20,000 Gallon Water Storage Tank	m	4
	60x60 Light LED / 60 Watts Energy	1	2,350
	Labor Man Hours	Hrs	2,000,000	8.75 AED/Hrs
	Overhead 59 % of Prime Cost
	Contingency 3.85%	1	1
	Escalation 7 %
	PC Sums	1	3	200,000
	Mark-Up for Profit is 8%
	Calculate the Project Selling Price