Title : Bill of Quantities and Specifications Project : Construction of 45 hollow concrete blocks shelters (Lot-2) Location; Berhale refugee camp, Berhale woreda Implementing Agency: GOAL Ethiopia S/No Description of Works Unit Quantity Unit rate Total Amount Sub Structure 1 Excavation and Earth Works 1.1 Clear the site to remove vegetable soil to an average depth M2 45.3 of 20cm 1.2 Excavation for foundation to an average depth of 65cm M3 6.40 1.3 Backfill and compact with selected excavated soil material m3 4.96 from site for the internal floor of the room Sub Total (1) Birr 2 Masonry Work 2.1 25cm thick hard core under masonry foundation wall m2 6.50 2.2 Construction of 40cm thick basaltic , trachytic or equivalent m3 4.17 masonry foundation wall to an average depth of 60cm ( 20cm above ground level & 40cm below ground level) jointed with a cement sand mortar mix ratio of 1:3 2.3 Pointing the external part of the hollow concrete block wall m2 48.49 with a cement sand mortar mix ratio of 1:3 2.4 Three coats of plastering to the internal wall faces of the m2 46.30 hollow concrete block with a cement sand mortar mix ratio of 1:3 2.5 Pointing the external part of the masonry wall with a cement m2 3.50 sand mortar mix ratio of 1:3 Sub Total (2) Birr Super structure 3 Concrete Work 10cm thick mass concrete class C-5, 150 kg cement / m3 3.1 m3 0.65 concrete, over masonry foundation wall 15cm thick reinforced concrete, C-25, 360 kg cement/m3 of 3.2 m3 2.20 concrete filled in to HCB and U shaped concrete and vibrated around reinforcement for top tie beams and columns, as ordered by the site engineer Steel reinforcement according to drawing, bend & placed in 3.3 position, price shall include cutting, bending and placing in position & tying wires
Title : Bill of Quantities and Specifications Project : Construction of 45 hollow concrete blocks shelters (Lot-2) Location; Berhale refugee camp, Berhale woreda Implementing Agency: GOAL Ethiopia S/No Description of Works Unit Quantity Unit rate Total Amount Sub Structure 1 Excavation and Earth Works 1.1 Clear the site to remove vegetable soil to an average depth of 20cm M2 45.3 1.2 Excavation for foundation to an average depth of 65cm M3 6.40 1.3 Backfill and compact with selected excavated soil material from site for the internal floor of the room m3 4.96 Sub Total (1) Birr 2 Masonry Work 2.1 25cm thick hard core under masonry foundation wall m2 6.50 2.2 Construction of 40cm thick basaltic , trachytic or equivalent masonry foundation wall to an average depth of 60cm ( 20cm above ground level & 40cm below ground level) jointed with a cement sand mortar mix ratio of 1:3 m3 4.17 2.3 Pointing the external part of the hollow concrete block wall with a cement sand mortar mix ratio of 1:3 m2 48.49 2.4 Three coats of plastering to the internal wall faces of the hollow concrete block with a cement sand mortar mix ratio of 1:3 m2 46.30 2.5 Pointing the external part of the masonry wall with a cement sand mortar mix ratio of 1:3 m2 3.50 Sub Total (2) Birr Super structure 3 Concrete Work 3.1 10cm thick mass concrete class C-5, 150 kg cement / m3 concrete, over masonry foundation wall m3 0.65 3.2 15cm thick reinforced concrete, C-25, 360 kg cement/m3 of concrete filled in to HCB and U shaped concrete and vibrated around reinforcement for top tie beams and columns, as ordered by the site engineer m3 2.20 3.3 Steel reinforcement according to drawing, bend & placed in position, price shall include cutting, bending and placing in position & tying wires
06-HRP-W-001856-ITT-Final_Agreed.docx