ITEM No. D E S C R I P T I O N UNIT QTY. 5-E343.2 In class III material m³ 1,260 - Max. Depth: m For disposal

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1 EARTHWORKS Excavation for foundations 5E343.2 In class III material m³ 1,260 Max. Depth: m For disposal 5E334.2 In class III material m³ 720 Max. Depth: 1 2 m For disposal Filling Ancillaries 5E723.0 Trimming of filled surfaces inclined at an angle exc 10 o to the m² 1,260 horizontal in class II material INSITU CONCRETE Provide, mix and place concrete as directed by engineer Provide cement for concrete 5F111 Ordinary portland cement to SSRN 103 t 138 in 50 kg. bags Place mass concrete 5F712 As blinding m³ 60 thickness: mm 5F722 In bases, footings, and ground slabs m³ 48 thickness: mm Place reinforced concrete 5F824 In bases, footings, and ground slabs m³ 216 thickness: mm 5F844 In Walls m³ 120 thickness: mm CONCRETE ANCILLARIES 2DG FORMWORK Provide and fix shuttering including propping, strutting and striking, all as specified 2DG1 Vertical Formwork Rough Finish 2DG141 Plane vertical, width m, sides of base slab. m² 72 Page 1 of 4

2 2DG144 Plane vertical, width m, sides of walls m² 456 Vertical Formwork Fair Finish 2DG244 Plane vertical, width m, sides of walls m² 612 Other Formwork: 2DG271 For Voids, Small void, depth not exc. 0.5m nr 12 Reinforcement 5G523 High yield bars to SSRN 126 or 127 t 1.8 Diameter: 10mm 5G524 High yield bars to SSRN 126 or 127 t 66 Diameter: 12mm 5G563 Mesh fabric Ref. BRC. A252 to RC wall m² 432 2DG8 CONCRETE ACCESSORIES Provide, prepare and apply 2 coats of approved epoxy floor and wall coating to internal surfaces of beds: 2DG823 Internal wall surfaces and sloping bed surface m² 828 PIPEWORK PIPES, SEWERS & FITTINGS SUPPLY Pipes and sewers c/w with fittings Ref drg YEIWATDB1.1 5I162.4j upvc m 60 S & S standard joints NP 9/10 DN 110 5I162.4k upvc m 112 S & S standard joints NP 9/10 DN 160 PIPEWORK PIPES, SEWERS AND FITTINGS INSTALL Method of Measurement type A in metres 5J162.1 upvc pipes and fittings m 172 Pipe n.b.: exc 100 but not exc. 200 mm Not in trenches Page 2 of 4

3 PIPEWORK MANHOLE & PIPE & SEWER WORK ANCILLARIES Manholes & other chambers, in accordance with standard drawings, (rectangular 1200 x 800 mm inner width to access drain pipe) 5K Masonry or blockwork nr 12 Drainage manhole Nom. bore exc 100 but n.e. 200 mm Depth: n.e. 1.5 m Concrete manhole covers or surrounds (Tight cover of the 1200 x 800 mm manhole) 5K251 Precast concrete nr 12 Area: n. e. 0.5 m² 5K252 Precast concrete cover (above outlet channel) m 60 Area m 2 ; size 825 x 700 x 100 mm MISCELLANEOUS WORK Fencing 5X136 Concrete Post and wire height m (provisional) m 480 Gates and stiles 5X231 Metal field gates (provisional) nr 2 Width: n.e. 1.5 m. Underdrainage to structures 5X532 Perforated upvc m 1,350 Diameter: 150 mm. Filter media 5X813 Graded sand m³ 330 Other, (effective size 0.3 to 0.75mm uniformity coefficient not exceeding 4). 5X829 Graded gravel m³ 450 Other, (effective size mm layer thickness 350mm) 5X900 Geotextile Provide and place (as directed by the engineer) m Page 3 of 4

4 COLLECTION SHEET PAGE NO TOTAL CARRIED TO SUMMARY SHEET Page 4 of 4

5 Detailed Design and Preparation of Tender Documents for Water and Sanitation Facilities, Yei Town South Sudan SUMMARY YEIGIZ Contract Description Bill Amount (Euro's) 5 Septic Tanker Discharge Bay BILL OF QUANTITIES SUBTOTAL 10% for physical contingencies BILL OF QUANTITIES TOTAL (excl. TAXES and DUTIES) Page 1 of 1