Water Network & Drilling BOQ - Blank.xlsx

	B	C	D	E	F	G
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2
3	PROPOSED BILL OF QUANTITIES FOR THE ERECTION OF A STEEL TANK STAND TO SUPPORT A 10000 LITRE TANK AT A SCHOOL SITE IN SESHEKE DISTRICT.
4		SITE
5	Item	Description	Qty	Unit	Rate [ZMW]	Amount [ZMW]
6		Preamble
7
8	1	These Bills of Quantities have been produced on the assumption that the ground is flat and suitable foundation soil is found at a depth not exceeding 1800mm
9			1/
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12
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16	Item	Description	Qty	Unit	Rate [ZMW]	Amount [ZMW]
17
18	A	SUBSTRUCTURE
19
20		EXCAVATIONS & EARTHWORKS
21		Site Clearance
22	1
23		Removal of 100mm depth of vegetable soil over the site and cart to spoil heap	36	m2	50.00	1,800.00
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25
26		Excavations
27
28		All Excavations to be done from reduced levels
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30	2	Excavate in pickable soils in pits measuring 1200 x 1200mm and depth not exceeding 2000mm	13	m3	75.00	975.00
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32	3	Extra-over excavations in hard rock	1	m3	75.00	75.00
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35	4	Backfill in layers not exceeding 200mm around excavations using selected materials, well water and compact to 93% mod. AASHTO.	13	m3	75.00	975.00
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37		Anti-termite treatment
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39	5	Prepare and apply a generous portion of an approved anti-termite to walls and bases of excavations	38	m2	20.00	760.00
40
41	B	CONCRETE WORKS
42		Mass Concrete
43		Blinding concrete shall be prepared to a minimum
44		strength of 10 N/mm2.
45	6	Blinding concrete in bases, 50mm thick	1	m3	3,000.00	3,000.00
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47		Total carried to Collection				7,585.00
48			2/
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50
51	Item	Description	Qty	Unit	Rate [ZMW]	Amount [ZMW]
52		SUBSTRUCTURE cont'
53		Reinforced Concrete
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55		Reinforced concrete shall have a minimum stregth of 25 N/mm2 and cover to reinforcement shall be 40mm .
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57	1	Concrete in bases	3	m3
58
59	2	Ditto but stub columns, 500 x 500mm sectional size	2	m3
60
61		Reinforcement
62
63	3	Deformed bars, as Y16	76	Kg
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65	4	Ditto but as Y12	90	Kg
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67	5	Round bars as R8	34	Kg
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69		Sundries
70	6	Mild steel tieing wire	10	Kg
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72	C	STRUCTURAL STEEL
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76	5	All steel including fasteners such as bolts, welds shall be as per BS 5950 or equal and approved standard. When welding is employed, 8mm fillet welds shall be done at all connections.
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78	7	80 x 80 x 8mm equal angle weighing 9.63 kg/m	751.15	Kg
79		50 x 50 x 5mm equal angle weighing 3.77 kg/m	452.4	Kg
80
81	8	50 x 50 x 3mm equal angle weighing 2.33 kg/m	7	Kg
82
83	9	IPE 100, weighing 8.10 Kg/m	218.7	Kg
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85	10	75x4mm MS plates curved to shape	8	kg
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87	11	300 x 300 x 16mm baseplate welded to 80 x 80 x 8mm Angle via an 8mm fillet weld	6	No.
88
89		Total carried to Collection
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91			3/
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94
95	Item	Description	Qty	Unit	Rate [ZMW]	Amount [ZMW]
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97		STRUCTURAL STEEL cont'
98
99	1	38 x 38 x 2.5mm square tubes, weighing 2.66 Kg/m	63.84	Kg
100