BILL OF QUANTITIES FOR THE BUDDHA STATUE IN WALKING STANCE at Sri Sumangala Piriven Rajamaha Viharaya, Wariyapola, Sri Lanka (Stage - I)
Item	Description of works	Qty.	Unit	Rate	Amount
no.				Rs	Rs
1.0	Dowelling
1.1	Geo-technical investigation with two boreholes drilling up to 10m depth in the rock and	Item	Allow	Sum	172,500.00
	core sampling of the rock profile and opinion for foundation design work.
1.2	Blasting of rock for preparation surface to receive base foundation in hexagonal shape	Item	Allow	Sum	224,040.00
	approximate depth 2'-6"
1.3	20mm Tor steel bar vibrated in to hole filled with cement sand (1:3)
	mortar with non shrink addive. (Bar length - 7'-1")	40.00	Nos	4,969.50	198,780.00
	Sub Total				595,320.00
2.0	R/R Masonry Work
2.1	Random rubble (6"x9") masonry in cement mortar 1:5 in retaining wall	12.63	m3	7,200.00	90,936.00
2.2	3/4" thick D.P.C in cement sand 1:2 finished with two coats of D.P.C
	tar and blinded with sans	6.33	m2	500.00	3,165.00
	Sub Total				94,101.00
3.0	Concrete
	Grade 35A concrete for base foundation. The quality of the concrete should be confirm
	to the ICTAD specification for building works.
3.1	Concrete for Leveling of existing excavated rock surface	22.00	m3	12,400.00	272,800.00
3.2	Concreting of Base - 1	99.00	m3	12,400.00	1,227,600.00
3.3	Concreting of Base - 2	35.00	m3	12,400.00	434,000.00
3.4	Concreting of Base - 3	14.24	m3	12,400.00	176,576.00
3.5	Partition walls and circular columns	5.76	m3	12,400.00	71,424.00
3.6	2" thick screed concrete (GR 10)  for column bases	2.17	m2	12,400.00	26,908.00
3.7	Grade 35A concrete for column bases (F1 columns)	0.55	m3	12,400.00	6,820.00
3.8	Grade 35A concrete for columns(C1 columns)	2.02	m3	12,400.00	25,048.00
3.9	Grade 35A concrete for Beams (B-1)	1.57	m3	12,400.00	19,468.00
3.10	Grade 35A concrete for Beams (B-2)	3.27	m3	12,400.00	40,548.00
3.11	12" Thick top slab for statue base	8.76	m3	12,400.00	108,624.00
3.12	8" Thick continuation slab	7.39	m3	12,400.00	91,636.00
	Sub Total				2,501,452.00
4.0	Form Work
	Form work in approved timber props, joints and planks rate to include for splayed edges'
	battens , stuttering , bolting , welding, easing, removal
4.1	Shuttering for sides of foundation including dismantling - Base 1	23.23	m2	1,200.00	27,876.00
4.2	Shuttering for sides of foundation including dismantling - Base 2	27.78	m2	1,200.00	33,336.00
4.3	Shuttering for sides of foundation including dismantling - Base 3	18.58	m2	1,200.00	22,296.00
4.4	Shuttering for sides partition walls and circular columns including dismantling	51.28	m2	1,200.00	61,536.00
4.5	Shuttering for columns including dismantling - Column F 1	3.10	m2	1,200.00	3,720.00
4.6	Shuttering for columns including dismantling - Column C1	8.83	m3	1,200.00	10,596.00
4.7	Shuttering for columns including dismantling - Beam B1	8.75	m3	1,200.00	10,500.00
4.8	Shuttering of slab including dismantling	18.69	m3	1,200.00	22,428.00
	Sub Total				192,288.00
5.0	Reinforcement Steel
	Steel bar reinforcement cut to length , bent to shape place in position as reinforcement
	to RCC work. Rate shall include for binding wires hangers,chairs,spacer block etc.
	Tor steel reinforcement slabs, beams, lintels, columns, footings ect.bent to shape,
	laid in position and tied with blinding wire
5.1	20mm Dowel bars for base	0.21	Tons	162,000.00	34,020.00
	Base - 1
5.2	25mm reinforcement for Bottom and secondary bars for base foundation	6.43	Tons	162,000.00	1,041,660.00
5.3	16mm reinforcement for top and main distribution, perimeter  and stools	2.05	Tons	162,000.00	332,100.00
	Base - 2
5.4	25mm reinforcement for top, distribution and stools	4.04	Tons	162,000.00	654,480.00
5.5	12mm reinforcement for perimeter area	0.14	Tons	162,000.00	22,680.00
	Base - 3
5.6	32mm Tor steel reinforcement for top main, distribution and stools	5.93	Tons	162,000.00	960,660.00
5.7	10mm steel reinforcement for circular columns.	1.44	Tons	162,000.00	233,280.00
5.8	6mm steel reinforcement for stirrups	0.02	Tons	162,000.00	3,240.00
5.9	12mm steel reinforcement for new columns	0.18	Tons	162,000.00	29,160.00
5.10	10mm steel reinforcement for new columns	0.07	Tons	162,000.00	11,340.00
5.11	6mm steel reinforcement for new column stirrups	0.04	Tons	162,000.00	6,480.00
5.12	16mm steel reinforcement for Beam B1	0.22	Tons	162,000.00	35,640.00
5.13	6mm steel reinforcement for Beam B1	0.04	Tons	162,000.00	6,480.00
5.14	16mm steel reinforcement for Beam B2	0.17	Tons	162,000.00	27,540.00
5.15	12mm steel reinforcement for Beam B2	0.09	Tons	162,000.00	14,580.00
5.16	6mm steel reinforcement for Beam B2	0.07	Tons	162,000.00	11,340.00
5.17	32mm steel reinforcement for 4'x4' void area wall	2.67	Tons	162,000.00	432,540.00
5.18	10mm steel reinforcement for 4'x4' void area wall	0.23	Tons	162,000.00	37,260.00
5.19	16mm steel reinforcement for statue base slab	0.37	Tons	162,000.00	59,940.00
5.20	10mm steel reinforcement for statue base slab	1.33	Tons	162,000.00	215,460.00
5.21	12mm steel reinforcement for lotus petals	0.08	Tons	162,000.00	12,960.00
5.22	10mm steel reinforcement for lotus petals	0.21	Tons	162,000.00	34,020.00
5.23	10mm steel reinforcement for edge beam	0.14	Tons	162,000.00	22,680.00
	Sub Total				4,239,540.00
6.00	Structural Steel
6.10	400x400x172mm UC section grade 43A (18-'3" x 4) with 16mm thk steel base plate	22.25	lm	35,245.00	784,201.25
	(18" x 18")
6.12	Transporting, Fabricating, Welding and placing of UC sections	Item	Allow	Sum	46,250.00
	Sub Total				830,451.25
S U M M A R Y COST ESTIMATE FOR STAGE - I
1.00	Dowelling				595,320.00
2.00	R/R Masonry Work				94,101.00
3.00	Form Work				192,288.00
4.00	Concrete				2,501,452.00
5.00	Reinforcement				4,239,540.00
6.00	Steel				830,451.25
	TOTAL COST FOR STAGE - I				8,453,152.25
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