Main center block

Primary health center building

An artistic interpretation of the Ministry's drawings — for understanding, not exact measurement

Report a correction

View cost breakdown

Cost breakdown

Total · ERN4,890,636.53

Tap a trade to open its line items below

Full BOQ line items

A — Substructure Excavation and Earth Work ERN616,456.77

Item	Description	Unit	Qty	Rate	Amount
1.01	Clear off site to remove top vegetable or grassy soil to an average depth of 20cm	m²	1,680.00	33.43	56,168.63
1.02	Footing excavation in ordinary soil not exceeding 150cm from stripped ground level	m³	112.65	1,099.10	123,813.34
1.03	Bulk excavation in ordinary soil to a depth not more than 100cm	m³	281.30	392.32	110,358.70
1.04	Back fill around foundation with good and selected excavated soil from site, rammed in layers not exceeding 20cm thick	m³	90.00	319.66	28,769.30
1.05	Selected and compacted soil under hard core to an average depth of 40cm, compacted to a layer of 20cm thick	m³	350.00	319.66	111,880.60
1.06	Cart away surplus excavated material to a distance not less than 1km from site	m³	35.00	235.18	8,231.22
1.07	25cm thick basaltic or equivalent stone hard core well rolled, consolidated and blinded with crushed stone to receive ground slab	m²	620.00	285.86	177,234.99
Subtotal					616,456.77

A — Substructure Concrete Work ERN995,440.81

Item	Description	Unit	Qty	Rate	Amount
2.01a	Reinforced concrete C-25 360kg/m³ — in footing	m³	18.77	3,722.86	69,878.10
2.01b	Reinforced concrete C-25 — in foundation column	m³	6.20	3,722.86	23,081.74
2.01c	Reinforced concrete C-25 — in grade beam	m³	70.00	3,722.86	260,600.28
2.01d	10cm thick ground floor slab	m²	620.00	372.29	230,817.39
2.01e	10cm thick C-15 mass concrete for pavement	m²	58.00	372.29	21,592.59
2.02a	Sawn zigba or steel form work — in footing	m²	82.24	319.12	26,244.80
2.02b	Form work — in foundation column	m²	116.40	319.12	37,146.10
2.02c	Form work — in grade beam	m²	280.00	319.12	89,354.88
2.03a	Reinforcement steel bar (cutting, bending, placing, tying) — 8mm	Kg	406.10	46.32	18,811.64
2.03b	Reinforcement steel bar — 10mm	Kg	903.88	46.32	41,870.13
2.03c	Reinforcement steel bar — 12mm	Kg	3,568.34	49.33	176,043.15
Subtotal					995,440.81

A — Substructure Masonry Work ERN1,012,258.09

Item	Description	Unit	Qty	Rate	Amount
3.01	50cm thick basaltic or equivalent stone foundation wall bedded in cement mortar mix 1:4 below NGL	m³	252.00	1,872.93	471,978.63
3.02	Ditto, roughly dressed above NGL to an average height of 50cm	m³	210.00	2,572.76	540,279.46
Subtotal					1,012,258.09

B — Super Structure Concrete Work ERN1,134,929.88

Item	Description	Unit	Qty	Rate	Amount
1.01a	Reinforced concrete C-25 360kg/m³ — in elevation column	m³	16.71	3,802.43	63,546.25
1.01b	Reinforced concrete C-25 — in lintels	m³	4.00	3,802.43	15,209.73
1.01c	Reinforced concrete C-25 — verandah tie beam	m³	17.12	3,802.43	65,097.64
1.01d	Reinforced concrete C-25 — top roof tie beam	m³	20.75	3,802.43	78,900.47
1.02a	Form work — in elevation column	m²	322.32	352.45	113,602.46
1.02b	Form work — in beams and lintels	m²	60.00	352.45	21,147.14
1.02c	Form work — verandah tie beam	m²	171.20	352.45	60,339.85
1.02d	Form work — top roof tie beam	m²	166.00	352.45	58,507.10
1.03a	Reinforcement steel bars — 8mm	Kg	4,021.95	47.95	192,844.59
1.03b	Reinforcement steel bars — 10mm	Kg	4,553.46	50.47	229,792.46
1.03c	Reinforcement steel bars — 12mm	Kg	4,675.32	50.47	235,942.18
Subtotal					1,134,929.88

B — Super Structure Block Work ERN576,371.24

Item	Description	Unit	Qty	Rate	Amount
2.01	20cm thick HCB wall bedded on cement sand mortar mix 1:4, both faces left for plastering	m²	906.00	636.17	576,371.24
Subtotal					576,371.24

B — Super Structure Water Proof Work ERN140,751.08

Item	Description	Unit	Qty	Rate	Amount
3.01	Supply & fix G-28 galvanized sheet roof covering per manufacturer instruction	m²	110.40	793.96	87,652.90
3.02	Wooden purlin 5x7cm c/c	ml	165.60	246.49	40,818.27
3.03	G-28 galvanized sheet gutters including all accessories (dev. length 40cm)	Lm	13.80	406.68	5,612.13
3.04	PVC dia 110mm down pipe	Lm	16.00	416.74	6,667.77
Subtotal					140,751.08

B — Super Structure Steel Structure ERN23,544.86

Item	Description	Unit	Qty	Rate	Amount
4.03	Grill fence for windows (1.4x1.2)m	pcs	6.00	3,924.14	23,544.86
Subtotal					23,544.86

B — Super Structure Carpentry ERN66,848.43

Item	Description	Unit	Qty	Rate	Amount
5.01	Plywood ceiling, including 5x5cm wooden purlin spaced at 60x60cm, and wooden ristelli 3x1cm to cover joints	m²	96.60	610.17	58,942.41
5.02	Hard board 25cm wide and 3cm thick for the gutters	ml	27.60	286.45	7,906.02
Subtotal					66,848.43

B — Super Structure Metal Work ERN91,006.09

Item	Description	Unit	Qty	Rate	Amount
6.01a	Supply and fix metal sheet single-glazed doors/windows with ironmongery and lock — D1 (100x225 cm)	Pcs	6.00	6,894.40	41,366.40
6.01b	W1 (100x120 cm)	Pcs	12.00	4,136.64	49,639.68
Subtotal					91,006.09

B — Super Structure Finishing Work ERN184,005.32

Item	Description	Unit	Qty	Rate	Amount
7.01	Three coats of plaster with cement mortar to fine finish — internal wall surface	m²	222.08	176.84	39,272.94
7.02	Plaster — external wall surface	m²	242.90	176.84	42,954.78
7.03	Two coats of plaster in cement sand mix 1:3 to wall surface to receive ceramic tiles	m²	5.00	134.11	670.57
7.04	Wall tiles, ceramic 15x15cm, polished with white cement grout	m²	5.00	982.49	4,912.43
7.05	Terrazzo floor tiles bedded on cement sand mortar mix 1:3, joints grouted	m²	96.60	893.29	86,291.92
7.06	10cm high ceramic skirting stuck to wall with cement sand mortar mix 1:3 backing	Lm	52.00	190.44	9,902.67
Subtotal					184,005.32

B — Super Structure Painting ERN49,023.96

Item	Description	Unit	Qty	Rate	Amount
8.01	Apply three coats of approved plastic wall paint to external and internal wall surface	m²	347.00	85.39	29,631.79
8.02	Synthetic paint to internal wall surfaces up to 1.6m high from floor level	m²	140.00	138.52	19,392.17
Subtotal					49,023.96

Digitized from Ministry of Health, Engineering Division — Adi-Nfas Health Center New block BOQ