EARTHWORKS Excavation for foundations 5E343.2 In class III material m³ 1,260 Max. Depth: 0.50 1 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: 50 100 mm 5F722 In bases, footings, and ground slabs m³ 48 thickness: 50 100 mm Place reinforced concrete 5F824 In bases, footings, and ground slabs m³ 216 thickness:150 300 mm 5F844 In Walls m³ 120 thickness:150 300 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 0.1 0.2m, sides of base slab. m² 72 Page 1 of 4
2DG144 Plane vertical, width 0.4 1.22m, sides of walls m² 456 Vertical Formwork Fair Finish 2DG244 Plane vertical, width 0.4 1.22m, 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
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) 5K178.21 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 0.5 1 m 2 ; size 825 x 700 x 100 mm MISCELLANEOUS WORK Fencing 5X136 Concrete Post and wire height 2.5 3 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 3 6.25mm layer thickness 350mm) 5X900 Geotextile Provide and place (as directed by the engineer) m 2 977 Page 3 of 4
COLLECTION SHEET PAGE NO. 1 2 3 TOTAL CARRIED TO SUMMARY SHEET Page 4 of 4
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