	A	B	C	D	E	F
1	BILL OF QUANTUTIES OF TWO BEDROOM OFFICE FOR SLMET ,MATTRU JONG.
2	TWO BEDROOMS OFFICE BLOCK
3	S/N	DESCRIPTION	QUANTITY	UNITY	UNIT COST	AMOUNT
4	1	SUBSTRUCTURE
5		(NOTE: All Quantities in this section are provisional and are subject to re-measurement)
6
7		Site Clearance
8	a	Clear the whole site of bushes and shrubs, remove debris from site	1	Item
9
10		Excavation
11	b	Excavate over site, average 150cm deep, to remove top soil and vegetable matter, dispose off excavated materials	3.8	m3
12		Excavating, starting at the site strip level, maximum depth not exceeding 1000mm
13	c	Trenches to receive concrete footing in foundations	2.9	m3
14		Excavating, starting at the site strip level, maximum depth not exceeding 3.0m
15	d	Pit (1Nr)	51	m3
16
17		Excavating rocks in trenches and pits n.e. 1m
18	c	Laterite rocks (PROVISIONAL)	20.5	m3
19
20	d	Filling and disposal of excavated materials
21
22		Disposing and compacting in layers, maximum 100mm thick selected materials arising from excavations to
23	e	Excavate as back filling materials	3.5	m3
24
25	f	Make up levels under floors	15.5	m3
26
27		Selected hardcore (ball stones) materials, obtained off, to
28	g	Make up levels under floors 225mm thick average, well rammed and leveled to an even surfac	22	m2
29
30	h	Dispose of surplus excavated materials	50.1	m3
31
32		Concrete Work in Foundations
33
34		Plain in-situ concrete (1:3:6 - 1.5" aggregate)
35	i	Footing in trenches 250mm thick (average) by 600 wide	10	m3
36
37	j	Column footing in trenches 250mmthick and 600mmX600mm	2.5	mm
38
39	k	Beds, 250mm interspatial within the pit to carry dividing walls	5	mm
40
41		Reinforced Concrete Work in Foundations
42
43		Reinforced in-situ concrete (1:2:4 - 3/4" aggregates)
44	l	Upstand / baffle wall beams to receive suspended slab	5.2	m3
45
46	m	Suspended slab over Pit 150mm thick including cutting holes for 100mm diameter vent pipe and 650 x 650 openings	5.1	m3
47
48	n	3# Substructure columns 225x225 at each lengthier of the pit	2.8	m3
49
50	o	Ring beam at mid section pit all over wall substructure wall	8	m3
51
52		Plain round mild steel bar reinforcement, BS 4449; in foundation straight and bent bars, in
53	p	Suspended slab, over pit 12mm diameter as mesh 150X150; extending to the privacy wall externally	50	m3
54
55	q	Ring beams 12mm diameter and baffle	95.5	kg
56
57	r	Column 12mm diameter @150 square grid	94.2	kg
58
59	s	Edges of beds, not exceeding 100mm high	10.5	m
60
61	t	Edges of beds, exceeding 100mm high BUT <175MM	18	m
62
63	u	Soffits of suspended slab	13.5	m2
64
65	v	Sides of upstand beams	8.34	m2
66
67	w	Allow for boxing m/h openings 150mm high	12.5	m
68
69		Precast reinforced concrete removable slab
70	x	800 x 800 x 100mm thick	6	Nr
71
72		Blockwork in Foundations
73
74		Precast sandcrete solid blocks, bedded and joined in cement mortar (1:6), in
75	y	Pit 225mm thick walls	50	m2
76	z	Allow to make 200 x200 opening between chambers in blockwork	12	Nr
77
78
79		Finishings in Foundations
80
81		Cement and sand (1:6) render, smooth troweled finish to
82	aa	Blockwall and concrete surfaces, 12mm thick externally	45	m2
83
84	ab	Provide 1:4 sand cement plastering to the internal walls of the lining (pit)	78	m2
85
86	ac	Rendered surfaces externally	20.6	m2
87		Total SUBSTRUCTURE Carries to Summary				-
88		SUPERSTRUCTURE
89
90	2	CONCRETE WORK				-
91						-
92		Reinforced in -situ concrete (1:2:4 - 20mm aggregate), in
93	a	Horizontal beams	0.9	m3
94
95	b	Lintels (beam above the doors)	0.15	m3
96
97		Precast reinforced concrete (1:2:4 - 20mm aggregate), including formworks, reinforcement bars, hoisting into position and pointing in cement mortar (1:6)
98	c	Provide and fix a well designed proprietary drop pit eastern type ceramic toilet fitting.	4	Nr
99
100		Plain in-situ concrete (1:3:6 - 20mm aggregate), on
101	d	Gable walls to support purlins	0.2	m3
102
103		Plain round mild steel bar reinforcement BS 4449, straight and bent bars, 12mm diameter, in
104	e	Horizontal beams	8.5	kg
105
106	f	Lintels(beam above the doors)	7.5	kg
107
108		Ditto but links and stirrups, 6mm diameter at 225mm centres, in
109	g	Horizontal beams	9	kg
110
111	h	Lintels(beam above the doors)	8.5	kg
112
113		Formwork to sides of Soffit and sides of beams
114
115	i	Lintels(beam above the doors) and beams	2.62	m2
116						-
117						-
118		BLOCKWORK				-
119						-
120		Precast sandcrete (1:6) solid blocks bedded and jointed in cement mortar (1:6), in
121	j	150mm thick walls	50	m2
122
123	k	Solid blocks	1500	m2
124
125		STONES MASONRY
126	l	Precast 10-20cm stones bedded and jointed in cement mortar (1:4), in	56.5	m3
127	m	1.4m wider ramp to reach a maximum 1m height	20.5	m3
128	n	U shape side dranage of 30cm width	89	m3
129		Total Blockwork and Iron Mongery Carries to Summary				-
130	3	ROOFING
131	a	Zinc Alum roofing sheets 26 gauge complete with fixing accessories	200	mm
132	b	Provide and fix gutter as shown on the drawings	7	m
133		Sub Total ROOFING
134
135		WOODWORK
136		Sawn hardened timber, treated with coloured approved wood preservatives, in
137	c	2" x 4" rafters tied from ringbeam by galvanized wired	40	m
138
139	d	2" x 3" purlins @ 1050 centres	80	m
140
141	e	2" x 6" wall plates	20	m
142
143		Wrought hardwood timber, treated with clear approved wood preservative, in
144	f	25 x 225mm (finished) fascia/ verge board chamfer	15	m
145
146	g	2" x 8" door frames rebated	9	Nr
147
148	h	Pannel Doors	9	Nr
149
150	i	Welded doors and door frames 1000mm wide	1	Nr
151
152	j	Tee hinges, 12" long	9	Nr
153
154	k	Ram door lock (Italian type black colour) with runner bolt with padlock externallu and runner bolt internally	9	Nr
155		Total WOODWORK and Iron Mongery Carries to Summary				-
156	4	PLUMBING INSTALLATION
157
158	a	PVC vent pipe, secured to wall with brackets	12	m
159
160	b	200mm diameter	3
161
162	c	200 mm diameter cowl vent	12	m
163
164	d	Provide and install 500 L water tank with all piping connections, rain water guttering connections and fittings on top of raised masonary platform	1	Nr
165
166	e	Construct elevated masonry base to receive the PVC water tank	1	Nr
167		Total PLUMBING CARRIES to Summary				-
168
169	5	FLOOR AND WALL FINISHINGS
170
171		Floors
172
173		Cement and sand (1:3) screed on concrete floors,
174	a	50mm thick, to receive floor tiles	25	m3
175	b	ceramic floor tiles; 600mmx 600mmx80mm thick; laid in whole unit to regular pattern on screeded floor butt jointed and grouted in white cement mortar.	70	M3
176	c	ceramic wall tiles; 300mmx 300mmx60mm thickness	50	m3
177		Walls
178		Cement and sand (1:6) rendering to walls, 12mm thick
179	d	Internally	80	m3
180
181	e	Externally	95	m3
182		RAMP
183		Provide handrails on two sides of ramp
184	f	Metal handrails Detals Referee to the drawing.	100	m3
185		TOTAL FLOORS AND WALLS FINISHINGS CARRIES TO SUMMARY				-
186
187	6	PAINTING AND DECORATING
188
189		Prepare and apply three coats external quality emulsion paint, to
190	a	Externally rendered walls	48	m3
191
192		Prepare and apply three coats emulsion paint, to
193	b	Internally rendered walls	46	m3
194
195	c	Decorative screen blocks, both sides	25	m3
196
197		Prepare and apply three coats oil based paint to
198	d	Timber batten doors including guard bars	4	m3
199
200	e	Fascia board, not exceeding 300mm girth	8	m3
201
202		Total PAINTING AND DECORATING Carries to Summary				-
203
204		SUBSTRUCTURE				-
205						-
206		SUPERSTRUCTURE				-
207		CONCRETE				-
208						-
209		BLOCKWORK				-
210						-
211		ROOFING				-
212						-
213		WOODWORK AND IRON MONGERY				-
214						-
215		PLUMBING INSTALLATION				-
216						-
217		FLOOR AND WALL FINISHINGS				-
218						-
219		PAINTING AND DECORATING				-
220
221		Sub TOTAL for Two Rooms OFFICE				-
222
223
224		TWO BEDROOMS OFFICE
225		Total
226		15% GST	Included in the prices
227		GRAND TOTAL SUM INCLUDING GST			SLL	-
228		GRAND TOTAL SUM INCLUDING GST			EU	-