ከርሰ-ምድሪ ማዕቆር ማይ

ጽሩይ ማይ ንማእከል ጥዕና ይዕቅብ፣ ቀጻሊ ኣቕርቦት ይድግፍ።

ጸዲቑ

ስእልታት

ወጻኢ ብዝርዝር ርአ

ጠቕላላ · ERN380,644.34

ነፍሲ ወከፍ ዓይነት ስራሕ ጠውቕ ዝርዝሩ ንምርኣይ

ምሉእ ዝርዝር BOQ

A — Substructure Excavation and Earth Work ERN138,079.05

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	22.45	33.43	750.59
1.02	Excavate in bulk to a depth not exceeding 300cm, starting from natural ground level	m³	77.28	1,538.74	118,913.57
1.03	Back fill around the wall with good and selected excavated material	m³	12.50	319.66	3,995.74
1.04	Cart away surplus excavated material to a distance not less than 1km from site	m³	30.00	235.18	7,055.33
1.05	25cm thick basaltic or equivalent stone hard core, well rolled and blinded to receive ground slab	m²	25.76	285.86	7,363.83
Subtotal					138,079.05

A — Substructure Concrete Work ERN210,026.47

Item	Description	Unit	Qty	Rate	Amount
2.01	Lean concrete C-5 150kg/m³, 5cm thick under bottom slab	m²	25.76	135.09	3,479.95
2.02a	Reinforced concrete C-25 360kg/m³ — in 15cm thick bottom slab	m²	25.76	1,116.86	28,770.27
2.02b	Reinforced concrete C-25 — in 15cm thick side walls	m²	61.20	1,116.86	68,351.73
2.02c	Reinforced concrete C-25 — in 15cm thick top slab	m²	25.76	1,116.86	28,770.27
2.03a	Sawn zigba or steel form work — in 15cm thick top slab	m²	20.00	319.12	6,382.49
2.03b	Form work — in 15cm thick side walls	m²	61.20	319.12	19,530.42
2.04a	Reinforcement steel bar — 10mm	Kg	790.97	49.33	39,022.30
2.04b	Reinforcement steel bar — 8mm	Kg	318.62	49.33	15,719.04
Subtotal					210,026.47

A — Substructure Finishing Work ERN32,538.82

Item	Description	Unit	Qty	Rate	Amount
3.01	Three coats of plaster with cement mortar to fine finish — internal surface of side walls, floor and roof	m²	184.00	176.84	32,538.82
Subtotal					32,538.82

ካብ ዝተወስደ Ministry of Health, Engineering Division — Adi-Nfas Health Center underground water reservoir 50 m³