Common use of SUPPLEMENTARY PREAMBLES Clause in Contracts

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SMD1 Bill No Page No 1 EARTHWORKS 107 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 63 3 MASONRY 112 66 4 WATERPROOFING 113 67 5 ROOF COVERINGS 115 69 6 CARPENTRY AND JOINERY 117 71 7 IRONMONGERY 119 73 8 METALWORK 120 74 9 PLASTERING 121 75 10 PLUMBING AND DRAINAGE 124 78 11 GLAZING 125 79 12 PAINTWORK 126 80 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA 3 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount No SECTION 4 BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 BLOCK 4 MD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see Descriptions Unless described as "Specifications fixed with adhesive to plaster (plaster elsewhere)" descriptions of materials tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and methods descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding Attic stock Quantities shown for attic stock shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4rounded up to the nearest full box WALL TILING 300 x 900 x 10mm Obscure safety glass: 1 Panes (PC R400/m²) glazed ceramic tiles fixed with adhesive to plaster (plaster elsewhere) and flush pointed with tinted grout A On walls m² 260 B On narrow widths m² 37 C Fair exposed cutting and fitting around pipe not exceeding 0,1 m2 m2 2 100mm internal diameter No 118 D Fair exposed cutting and fitting around pipe exceeding 100mm and not exceeding 150mm internal diameter No 19 E Attic stock m² 13 Carried Forward to Summary of Section No. 2 Collection R Section No. 2 SFD1 BLOCK Bill No. 14 Tiling SANSA Building Works 2002Q006 - Provisional Bills of Quantities Amount 300 x 900 x 10mm (PC R400/m²) glazed ceramic tiles fixed with adhesive to plaster (plaster elsewhere) and flush pointed with waterproofed grout A On walls m² 87 B On narrow widths m² 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials C Attic stock m² 4 FLOOR TILING 300 x 300mm (PC R350/m²) glazed full body porcelain floor tiles fixed with adhesive to screed (screed elsewhere) and methods flush pointed with tinted waterproof grout D On floors and landings m² 70 E On narrow widths m² 4 F Attic stock m² 3 300 x 300mm (PC R350/m²) full body porcelain floor tiles fixed with adhesive to be used - PW 371" ON FIBRE-CEMENT Prepare screed (screed elsewhere) and brush flush pointed with tinted grout G On floors and landings m² 59 H On narrow widths m² 4 J Attic stock m² 3 600 x 600mm (PC R500/m²) glazed full body porcelain floor tiles fixed with adhesive to remove all loose contaminations, apply one coat primer screed (screed elsewhere) and two coats PVA emulsion paint: 1 flush pointed with tinted waterproof grout K On fascias floors and barge boards m2 6 ON WOOD Undercoat landings m² 99 L On narrow widths m² 4 M Attic stock m² 5 600 x 1,200mm (PC R390/m²) full body porcelain floor tiles fixed with adhesive to screed (screed elsewhere) and minimum 2 coat gloss enamel: 2 flush pointed with tinted grout N On doors (Internal) m2 7 3 floors and landings m² 181 P On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 narrow widths m² 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Collection R Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY 14 Tiling SANSA Building Works 2002Q006 - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 Provisional Bills of Quantities A Attic stock m² 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6SUNDRIES

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SMD1 Bill No Page No 1 EARTHWORKS 107 60 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 62 3 MASONRY 112 65 4 WATERPROOFING 113 66 5 ROOF COVERINGS 115 68 6 CARPENTRY AND JOINERY 117 70 7 IRONMONGERY 119 72 8 METALWORK 120 73 9 PLASTERING 121 74 10 PLUMBING AND DRAINAGE 124 77 11 GLAZING 125 78 12 PAINTWORK 126 79 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA 3 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 103 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 103 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 24 4 Pit m3 42 5 For aprons thickenning m3 3 5 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 71 7 Hard rock m3 11 71 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 53 Carried Forward Section No. 3 F2 BLOCK 4 MD7 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 112 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 12 12 Backfilling to trenches, holes, etc. m3 4 13 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 39 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 33 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 54 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD7 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 639 18 To bottom of concrate aprons m2 54 19 To bottoms and sides of trenches, etc. m2 92 Carried Forward to Summary of Section No. 4 R Section No. 4 MD7 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see Descriptions: Items described as "Specifications of materials and methods nailed" shall be deemed to be used - PW 371fixed with hardened steel nails or pins or shot pinned to brickwork or concrete Items described as "plugged" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 0,1 600mm centres, and where described as "bolted" the bolts have been given elsewhere CEILING CONSTRUCTION, CORNICES, ETC. Carried to Collection R Insulation 33 50mm glass fibre insulation blanket to manufacturer's specification, laid on ceiling. m2 475 Sawn softwood 34 38 x 114mm Ceiling joists m 285 Wrought softwood 35 19 x 76mm Cornices nailed m 233 NAILED UP AND SCREWED UP CEILINGS 6mm "Everite Nutec" fibre-cement boards with H- profile primed steel jointing cover strips over joints 36 Ceilings including 38 x 38mm brandering at 90deg to trusses at maximum centres of 400mm by 32mm long galvanised nails. m2 2 475 37 Extra over ceiling for opening for 610 x 610mm trap door of 50 x 76mm wrought softwood rebated framing with one 38 x 38mm sawn softwood cross brander covered with ceiling board and fitted flush in opening No 4 IRONMONGERY LOCKS "Approved" 38 Four lever lockset No 10 SUNDRIES 39 CZ8730SC Door stop or similar approved No 13 PINNING BOARDS, WRITING BOARDS, PROJECTION SCREENS, ETC "Vitrex" 40 Pinning board 2400 x 1350mm. Colour: Stone. 75 x 38mm aluminium frame with 12 x 12 mm rebate and 12mm soft board glued to wall with SABS approved adhesive No 8 Carried Forward to Summary of Section No. 2 Collection R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations41 Vitrex system 1 000 folding type white writing board, apply with wall mounted centre board 4800 x 1140mm high with one coat primer centre board 2400 x 1140m high, two side boards 1200 x 1140mm high and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: swing leaves each 1200 x 1140mm high plugged No 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6METALWORK

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD2 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD2 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD2 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD2 BVI CONSULTING ENGINEERS Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 BLOCK SMD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 3 SMD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 GRMD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 GRMD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 GRMD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 GRMD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 59 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 59 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 15 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 19 6 Hard rock m3 11 19 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 7 Carried Forward Section No. 3 F2 GRFD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 19 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 619

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD3 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 10 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD3 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD3 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD3 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 65 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 16 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 20 6 Hard rock m3 11 20 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 8 Carried Forward Section No. 3 F2 BLOCK SMD2 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 46 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 21 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 37 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 621 Carried Forward R Section No. 3 SMD2 Bill No. 1 EARTHWORKS

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Hollow walls Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole Bagged and methods sealed walls Walls in two skins described as "bagged and sealed" shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats bitumen emulsion waterproofing coating Face bricks Bricks shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 ordered timeously to obtain uniformity in size and colour Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc Brickwork of NFP bricks in class II mortar Carried Forward to Summary of Section R MADIBA VALLEY XXXX Xxxx No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 6 Masonry Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk BRICKWORK FOUNDATIONS (PROVISIONAL) Brickwork of collapse NFX bricks (14 MPa nominal compressive strength) in class II mortar 1 One brick walls m2 18 SUPERSTRUCTURE Brickwork of excavations: 8 Sides of trench NFX bricks (14 MPa nominal compressive strength) in class II mortar 2 Piers m3 1 3 Half brick walls m2 24 4 One brick walls m2 71 5 One brick walls in beamfilling m2 3 6 One and hole excavation not exceeding 1,5m deep. a half brick walls m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 640 BRICKWORK SUNDRIES

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 3 SFD2 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 3 SFD2 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SFD2 BLOCK Bill No Page No 1 EARTHWORKS 107 130 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 132 3 MASONRY 112 135 4 WATERPROOFING 113 136 5 ROOF COVERINGS 115 138 6 CARPENTRY AND JOINERY 117 140 7 IRONMONGERY 119 142 8 METALWORK 120 143 9 PLASTERING 121 144 10 PLUMBING AND DRAINAGE 124 147 11 GLAZING 125 148 12 PAINTWORK 126 149 Carried to Final Summary Section No. 2 SFD1 3 SFD2 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount No SECTION 4 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 81 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 81 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 19 4 Pit m3 23 5 For aprons thickenning m3 3 5 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 47 7 Hard rock m3 11 47 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 32 Carried Forward Section No. 3 F2 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 83 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 9 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 28 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 46 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 628 18 To bottom of concrate aprons m2 46 19 To bottoms and sides of trenches, etc. m2 75 Carried Forward to Summary of Section No. 4 R Section No. 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see Waterproofing Waterproofing of roofs, basements, etc. shall be laid under a ten year guarantee. Waterproofing to roofs shall be laid to even falls to outlets etc. with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs DAMP-PROOFING OF WALLS AND FLOORS Unit Quantity Rate One layer 250 micro ''Gunplas DPC 150 (SABS)'' waterproof sheeting well lapped at joints and intersections bedded and joined in cement mortar 1 Under surface beds bldg 4: 137, Bldg 10: 13, Bldg 11: 31 One layer of 375 micron "Specifications Brikgrip DPC (SABS)" embossed damp proof course well lapped at joints and intersection bedded and joined in cement mortar 2 In walls bldg 4: 16, Bldg 10: 16, Bldg 11: 15 On layer of materials and methods 340 micron embossed damp proof course 3 To perimeter walls m² 181 m² 47 m Three coats "Flinkcoat Type 5" Bitumen emulsion waterproof coating 4 On brick walls m² 74 WATERPROOFING TO ROOFS, BASEMENTS, ETC One layer "Bituthene 3000" fully bonded waterproofing to be used - PW 371" GLAZING TO STEEL WITH PUTTY 45 Around aluminium frames Bldg 10: 12, Bldg 11: 62 m² 74 Section No.2 Bill No.5 WATERPROOFING PROVISIONAL BILLS OF QUANTITIES Carried to Summary Amount rate only 6 Dome skylight, overall size 2000 x 2000mm Obscure safety glasswide No 4 rate only Bldg 1: 4 7 Dome skylight, overall size 2000 x 3000mm wide No 4 rate only Bldg 1: 4 8 Dome skylight, overall size 2000 x 5000mm wide No 1 rate only Bldg 1: 1 Panes not One layer "Derbigum SP4" waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and cross falls, strictly in accordance with the manufacturer's specification applied by an approved applicator: 9 On metal roofs m² rate only 10 On Concrete slabs m² 363 bldg 3: 41, bldg 4: 124, Bldg 7: 63, Bldg 10: 63, Bldg 11: 72 11 Turn-ups and turn-downs exceeding 0,1 m2 m2 2 300mm high m 149 bldg 3: 11, Bldg 4: 30, Bldg 7: 32, Bldg 10: 32, Bldg 11: 44 PROTECTIVE ROOF PAINT Two coat bituminous aluminium paint 12 On waterproofing to roof m² 408 bldg 3: 44, Bldg 4: 133, Bldg 7: 73, Bldg 10: 73, Bldg 11: 85 One layer "Bituthene 3000" fully bonded brown epoxy coal tar to: 13 Galvanised steel gutters m² rate only Expansion joints 14 10mm Neoprene jointing strip in 125mm thick concrete slab and m 30 10 x 10mm polysulphide sealant. blgd 4: 30 Waterproofing around aluminium frames 15 Polysulphide sealant around metal frames m 9 bldg 11: 9 50mm Thick preformed resin bonded "Rockwool" pipe sections sealed with and including 3mm thick "Micon Flamsayf 325" penetration sealing system to 16 50mm Diameter pipe No rate only 17 110mm Diameter pipe No 36 bldg 4: 18, Bldg 7: 6, Bldg 10: 4, Bldg 11: 8 Section No.2 Bill No.5 WATERPROOFING PROVISIONAL BILLS OF QUANTITIES Carried Forward to Summary of R Section No. 2 R Section No. 2 SFD1 BLOCK - Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item 5 WATERPROOFING SUMMARY page No SECTION 2 Quantity Rate Amount BILL NO1 Total Brought Forward from Page No. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used 58 59 R - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 NO. 2 BILL NO. 6 Unit Quantity Rate Amount BILL NO.1 EARTHWORKS ROOF COVERINGS ETC PREAMBLES: For Preambles see "Model Preambles for Trades." SUPPLEMENTARY PREAMBLES For preambles see "Specifications Trade names Wherever a trade name for any product has been described, the Tenderer's attention is drawn to the fact that any other product of materials and methods to equal quality may be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbishsubject to the written approval being obtained prior to the closing date for submission of tenders LOCAL PRODUCTION AND CONTENT FOR DESIGNATED SECTORS Tenderers are advised to study the Standard Bidding Document (SBD 6.2) in respect of Minimum threshold for Local Content requirements forming part of this tender as Prescribed in the Preferential Procurment regulations, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc2017. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6PROFILED METAL SHEETING AND ACCESSORIES

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications Preambles The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section Proprietary Products In Descriptions Proprietary products shall be used as specified. Substitute products of materials similar quality and methods specification may only be used with prior approval by the Principal Agent Fixing Fixing shall be done according to SABS 1200HB with minimum 150mm end laps where roof pitch exceeds 15 degree and 250mm for other roof pitches Guarantee All roof coverings and side cladding are to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4installed to comply with SABS Code of Practice 0237 where applicable. All roof sheeting shall be laid under a 5 year guarantee for site workmanship and water tightness PROFILED SHEETING OF METAL, FIBRE-CEMENT, PLASTICS, ETC. Carried to Collection R Bill No. 6 BILL NO.6 : ROOF COVERINGS Amount ArceloMittal 0.5mm Obscure safety glass: Thick IBR Chromadek Z200 spelter roof sheeting with top coat and backing coat fixed with amd approved fixing to purlins, all in accordance to manufacturers recommendations (Rate to including purlins. 1 Panes Roof covering with pitch not exceeding 0,1 25 degrees. m2 28 ROOF INSULATION Fibreglass reinforced aluminium foil faced resin bonded glass fibre flexible building insulation 2 Sisalation FR430 reinforced aluminium foil insulation with 150mm wide laps at all joints, tightly strained and stapled to top of timber rafters under timber purlins. m2 28 RAINWATER GOODS Seamless "Signal white powder coated" finished aluminium 4 Extra over gutter for stopped end. No 2 5 Extra over 100 x 70mm xxxxx gutter for outlet for 100 x 70mm pipe. No 2 6 100 x 70mm Rectangular section fluted rainwater pipe fixed 25mm clear of walls with galvanised sheet iron ears screwed to and including 150 x 70 x 22mm chamfered and oiled hardwood blocks plugged to wall. m 6 7 Extra over rainwater pipe for shoe. No 2 Carried to Collection R Bill No. 6 BILL NO.6 : ROOF COVERINGS SECTION 1 : BUILDING WORKS BILL NO.6 : ROOF COVERINGS COLLECTION Total Brought Forward from Page No. 43 Carried Forward to Summary of Section No. 2 1 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 6 BILL NO.6 : ROOF COVERINGS Amount Item No SECTION 2 No. 1 - BUILDING WORKS Unit Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY 7 MASONRY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see Model Preambles for Trades"Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6.

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 3 GRFD3 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 10 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 3 GRFD3 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 GRFD3 BLOCK Bill No Page No 1 EARTHWORKS 107 130 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 132 3 MASONRY 112 135 4 WATERPROOFING 113 136 5 ROOF COVERINGS 115 138 6 CARPENTRY AND JOINERY 117 140 7 IRONMONGERY 119 142 8 METALWORK 120 143 9 PLASTERING 121 144 10 PLUMBING AND DRAINAGE 124 147 11 GLAZING 125 148 12 PAINTWORK 126 149 Carried to Final Summary Section No. 2 SFD1 3 GRFD3 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6NO.1

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: glass 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 4 R Section No. 2 SFD1 BLOCK Bill No. 11 3 SEATS GIRLS TOILETS GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 NO. 4 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: paint 1 On fascias and barge boards m2 6 4 ON WOOD Undercoat and minimum 2 coat gloss enamel: enamel 2 On doors (External) m2 9 3 On doors (Internal) m2 7 3 On doors (External) m2 7 11 ON METAL Undercoat and minimum 2 coat gloss enamel: enamel 4 On door frames m2 1 10 5 On gates (Measured over the full flat area of both sides) m2 8 9 6 On gutters and down pipes m 10 12 Carried Forward R Brought Forward R Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: steel 7 On windows with burglar bars m2 2 5 Carried Forward to Summary of Section No. 2 4 R Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R 4 3 SEATS GIRLS TOILETS SECTION SUMMARY - SFD1 BLOCK 3 SEATS GIRLS TOILETS Bill No Page No 1 EARTHWORKS 107 77 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 79 3 MASONRY 112 83 4 WATERPROOFING 113 84 5 ROOF COVERINGS 115 87 6 CARPENTRY AND JOINERY 117 89 7 IRONMONGERY 119 91 8 METALWORK 120 92 9 PLASTERING 121 IN SITU FINISHES 93 10 PLUMBING AND DRAINAGE 124 94 11 GLAZING 125 95 12 PAINTWORK 126 97 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING 3 SEATS GIRLS TOILETS BTKM QUANTITY SURVEYORS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6R

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 SMD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 SMD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SMD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 SMD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 13 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 17 6 Hard rock m3 11 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 6 Carried Forward Section No. 3 F2 SFD2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 4 11 Backfilling to trenches, holes, etc. m3 4 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 614

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 3 SFD2 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 3 SFD2 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SFD2 BLOCK Bill No Page No 1 EARTHWORKS 107 130 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 132 3 MASONRY 112 135 4 WATERPROOFING 113 136 5 ROOF COVERINGS 115 138 6 CARPENTRY AND JOINERY 117 140 7 IRONMONGERY 119 142 8 METALWORK 120 143 9 PLASTERING 121 144 10 PLUMBING AND DRAINAGE 124 147 11 GLAZING 125 148 12 PAINTWORK 126 149 Carried to Final Summary Section No. 2 SFD1 3 SFD2 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 81 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 81 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 19 4 Pit m3 23 5 For aprons thickenning m3 3 5 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 47 7 Hard rock m3 11 47 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 32 Carried Forward Section No. 3 F2 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 83 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 9 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 28 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 46 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 628 18 To bottom of concrate aprons m2 46 19 To bottoms and sides of trenches, etc. m2 75 Carried Forward to Summary of Section No. 4 R Section No. 4 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD2 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD2 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD2 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD2 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 BLOCK SMD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 3 SMD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 SMD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 SMD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SMD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 SMD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 13 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 17 6 Hard rock m3 11 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 6 Carried Forward Section No. 3 F2 SFD2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 4 11 Backfilling to trenches, holes, etc. m3 4 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 614

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: glass 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK Bill No. 11 3 SEATS GRADE R TOILETS GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 NO. 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: paint 1 On fascias and barge boards m2 6 4 ON WOOD Undercoat and minimum 2 coat gloss enamel: enamel 2 On doors (Internal) m2 7 11 3 On doors (External) m2 7 9 ON METAL Undercoat and minimum 2 coat gloss enamel: enamel 4 On door frames m2 1 10 5 On gates (Measured over the full flat area of both sides) m2 8 9 6 On gutters and down pipes m 10 12 Carried Forward R Brought Forward R Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: steel 7 On windows with burglar bars m2 2 5 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING 3 3 SEATS GRADE R TOILETS SECTION SUMMARY - SFD1 BLOCK 3 SEATS GRADE R TOILETS Bill No Page No 1 EARTHWORKS 107 52 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 54 3 MASONRY 112 58 4 WATERPROOFING 113 59 5 ROOF COVERINGS 115 62 6 CARPENTRY AND JOINERY 117 64 7 IRONMONGERY 119 66 8 METALWORK 120 67 9 PLASTERING 121 IN SITU FINISHES 68 10 PLUMBING AND DRAINAGE 124 69 11 GLAZING 125 70 12 PAINTWORK 126 72 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING 3 SEATS GRADE R TOILETS BTKM QUANTITY SURVEYORS Amount R Item No SECTION 3 NO. 4 Quantity Rate Amount BILL NO.1 NO. 1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 81 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 82 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: deep 3 Trenches m3 8 11 4 Pit m3 26 5 For aprons thickenning m3 3 1 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 4 7 Hard rock m3 11 2 Carried Forward R Brought Forward R Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R 8 Risk of collapse of excavations: 8 excavations 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 39 Keeping excavations free of water: 9 . 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Mod AASHTO density 11 Under floors, steps, pavings, etc. m3 2 11 4 12 Backfilling to trenches, holes, etc. m3 4 31 Compaction of surfaces: 12 surfaces 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 30 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 Carried Forward R Brought Forward R 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 22 Prescribed density tests on filling: 14 filling 16 Modified AASHTO Density tests No 5 3 Carried Forward R Brought Forward R SOIL POISONING Soil insecticide: 15 insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 627 18 To bottom of concrate aprons m2 20 19 To bottoms and sides of trenches, etc. m2 44 Carried Forward to Summary of Section No. 4 R R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SMD1 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SMD1 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SMD1 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 59 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 59 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 15 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 19 6 Hard rock m3 11 19 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 7 Carried Forward Section No. 3 F2 BLOCK FD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 19 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 619

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD4 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD4 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD4 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD4 BVI CONSULTING ENGINEERS Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 65 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 16 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 20 6 Hard rock m3 11 20 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 8 Carried Forward Section No. 3 F2 BLOCK SMD2 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 46 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 21 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 37 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 621 Carried Forward R Section No. 3 SMD2 Bill No. 1 EARTHWORKS

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK 3 FD3 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 10 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 BLOCK 3 FD3 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK FD3 Bill No Page No 1 EARTHWORKS 107 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 63 3 MASONRY 112 66 4 WATERPROOFING 113 67 5 ROOF COVERINGS 115 69 6 CARPENTRY AND JOINERY 117 71 7 IRONMONGERY 119 73 8 METALWORK 120 74 9 PLASTERING 121 75 10 PLUMBING AND DRAINAGE 124 78 11 GLAZING 125 79 12 PAINTWORK 126 80 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA 3 FD3 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 BLOCK 4 MD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD3 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 10 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD3 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD3 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD3 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 15 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 18 6 Hard rock m3 11 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 7 Carried Forward Section No. 3 F2 BLOCK SMD1 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 5 11 Backfilling to trenches, holes, etc. m3 4 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 617 Carried Forward R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R 16 To bottom of concrate aprons m2 35 17 To bottoms and sides of trenches, etc. m2 57 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Face bricks Bricks shall be ordered timeously to obtain uniformity in size and methods colour Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc Samples Samples of all masonry building units, except those for walls described as "load bearing", shall consist of a minimum of 6 units. Samples of building units to be used - PW 371in walls described as "load bearing" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 shall consist of 30 units from every 30 000 units delivered to site FOUNDATIONS (PROVISIONAL) Carried Forward to Summary of Section No. 2 Collection R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 3 MASONRY Amount Item R Brickwork of NFX bricks (14 MPA nominal compressive strength) in class I mortar 2/3/3 Piers m3 9 2/3/4 Half brick walls m2 396 2/3/5 Half brick walls in beamfilling m2 89 2/3/6 One brick walls m2 740 SUNDRIES Brickwork reinforcement 2/3/9 110 x 75mm Lintels in lengths not exceeding 3m m 156 R Galvanised hoop iron cramps, ties, etc 2/3/13 38 x 1,6mm Galvanised hoop iron roof tie with one end built six courses deep into top of brickwork and other end wrapped around and nailed to trusses (Provisional) No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials 268 Air bricks 2/3/14 229x152mm Terracotta air bricks No 10 FACE BRICKWORK Facebricks laid in stretcher bond manufactured in accordance with SANS 227:2007, bedded and methods to be used - PW 371" ON FIBRE-CEMENT Prepare jointed in Class II mortar and brush to remove all loose contaminations, apply one coat primer pointed with recessed vertical and two coats PVA emulsion paint: 1 On fascias and barge boards recessed horizontal joints 2/3/15 Extra over brickwork for face brickwork m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors 574 2/3/16 Extra over brickwork for face brickwork in beamfilling m2 89 2/3/17 Extra over brickwork for face brickwork in foundations (InternalProvisional) m2 7 3 On doors (External) 101 2/3/18 Extra over brickwork for 300 x 300mm Piers pointed all sides m2 7 ON METAL Undercoat 105 2/3/19 One brick wall faced both sides m2 63 2/3/20 Fair raking cutting m 95 2/3/21 Fair splay cutting m 95 2/3/22 Fair cutting and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters fitting around pipe not exceeding 100mm diameter No 9 2/3/23 Fair cutting and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer fitting around pipe exceeding 100mm and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girthdiameter No 9 Brick-on-edge header course copings, etcxxxxx, etc approved face bricks pointed with recessed joints on all exposed faces 2/3/24 Coping on top of one brick wall m 120 Carried to Collection Xxxx Xx. m2 28 2 Stripping average 1003 MASONRY 2/3/25 220mm thick layer Wide double bullnosed edge coping on top of one brick wall m 11 Coping on raking top soil of one brick wall m 30 Cut face brick-on-edge external window cill, 180mm wide, set sloping and stockpiling slightly projecting in cement mortar and pointed on site m2 28 EXCAVATION,FILLINGtop, ETC Excavation front edge and projecting soffit including all necessary fair raking cutting to facings under and fair and fitted ends m 69 Brick-on-edge header course lintel pointed on both face and 220mm wide soffit m 236 Construct a sample panel 2000mm long x 1500mm high of one brick wall in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench cement mortar faced and hole excavations pointed on both sides in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all stretcher bond and with brick-on-edge coping to top including pointing to top and both sides and with and including necessary excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to and including 15MPa/38mm mass concrete strip footing in a dumping site to be alocated position as directed by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. Representative/Agent and including demolishing and removal after completion of all brickwork No 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6FIBRE CEMENT WINDOW CILLS

SUPPLEMENTARY PREAMBLES. For preambles see NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No 116 for JBCC CPAP purposes BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Hollow walls etc Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole. Wall ties Descriptions of solid walls (except if built in English bond) and methods cavity walls shall be deemed to include metal wall ties complying with SABS 28 and of the butterfly or of the modified PWD type, of the required length with each end built at least 75mm deep into brickwork, spaced at not more than 1m centres alternatively to every third course of brickwork Cavity wall ties "Joluka Posi-ties Type PTT 4 Product No 8312", total length 270mm. 3/5 ties per m2 to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Carried Forward to Summary of Section No. 2 Collection R Section No. 2 SFD1 BLOCK BUILDINGS Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO3 MASONRY Page 54 Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc Samples Samples of all masonry building units, except those for walls described as "load bearing", shall consist of a minimum of 6 units. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications Samples of materials and methods building units to be used - PW 371in walls described as "load bearing" ON FIBRE-CEMENT Prepare and brush shall consist of 30 units from every 30 000 units delivered to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: site FOUNDATIONS Brickwork of NFX bricks (14 MPa nominal compressive strength) in class 1 On fascias and barge boards mortar 1 One brick walls m2 188 SUPERSTRUCTURE Brickwork of NFP bricks in class II mortar 2 Half brick walls m2 53 3 Half brick walls in beamfilling m2 14 4 One brick walls m2 477 BRICKWORK SUNDRIES Brickwork reinforcement 5 75mm Wide reinforcement built in horizontally m 406 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors 150mm Wide reinforcement built in horizontally in foundations (Internalprovisional) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 2212 Carried Forward to Summary of Collection R Section No. 2 Section No. 2 SFD1 BLOCK BUILDINGS Page 55 Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 150mm Wide reinforcement built in horizontally m 2893 Concrete prestressed fabricated lintels 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees 110 x 70mm Lintels in lengths not exceeding 2003m m 107 9 110 x 70mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil Lintels in lengths exceeding 3m and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 24.5m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench m 18 110 x 70mm Lintels in lengths exceeding 4.5m and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6m

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications Stainless steel basins, sinks, wash troughs, urinals, etc Stainless steel for economy basins, domestic sinks and worktops shall be Type 430 (17/0) Stainless steel for urinals, basins, quality sinks, wash troughs, institutional equipment, etc shall be Type 304 (18/8) Sealing of materials and methods edges Outer edges of sinks, basins, baths, urinals, etc are to be used sealed against adjacent surfaces with approved silicone Outer edges, joints and fixing of aluminium gutters, downpipes are to be sealed against adjacent surfaces with "Dow Corning 813" or equal and approved silicone sealer and to be secured to fibre cement fascias with 20 x 3mm dual-purpose brackets at 600mm centres using aluminium peeled rivets, including a 50 x 20mm high overflow spiggot RAINWATER DISPOSAL "Watertite" or equal and approved seamless aluminium prepainted gutters and rainwater pipes A 140 x 150mm Roof gutters with beaded front edge m 100 B 140 x 150mm Roof gutters m 9 C Extra over gutter for stopped end No 14 D Extra over gutter for outlet for 110mm diameter pipe No 24 Carried to Collection R Bill No. 15 Plumbing & Drainage SANSA Building Works 2002Q006 - PW 371Provisional Bills of Quantities Amount A 110mm Diameter rainwater pipes m 5 B Extra over rainwater pipe for bend No 2 C Extra over rainwater pipe for shoe No 1 D Extra over rainwater pipe for xxxxx or plinth offset No 1 uPVC gutters and rainwater pipes E 146 x 93mm Half-round roof gutters with beaded front edge m 42 F Extra over gutter for outlet for 100mm pipe No 24 G Extra over gutter for stopped end No 4 H Extra over gutter for angle No 1 J 110mm Diameter rainwater pipes m 86 K Extra over rainwater pipe for bend No 24 L Extra over rainwater pipe for shoe No 24 M Extra over rainwater pipe for xxxxx or plinth offset No 24 SUBSOIL DRAINAGE N 19mm Crushed stone encasing to pipes m³ 4 P "Bidim U24" GLAZING TO STEEL WITH PUTTY 4geofabric filter blanket wrapped around 300 x 300mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 stone encasing with 100mm side and 100mm end laps, including stitching m² 12 Slotted uPVC flexible drainage pipes Q 110mm Pipes laid in stone encasing (encasing elsewhere) m 40 Extra over slotted uPVC flexible drainage pipes for fittings R 110mm End cap No 2 Carried to Collection R Bill No. 15 Plumbing & Drainage SANSA Building Works 2002Q006 - Provisional Bills of Quantities STORMWATER CHANNELS Precast concrete channels A 300 x 1,00mm Channel 1,000mm long with 205 x 55mm deep segmental channel with one open end and one stopped end No 24 SANITARY FITTINGS PRIME COST AMOUNTS Sanitary Fittings B Provide the prime cost amount of R210,000.00 (Two Hundred and Ten Thousand Rand) for supply only of sanitary fittings Item C Profit % D Allow for taking delivery and storing of sanitary fittings Item Fixing of sanitary fittings (installation only - pipes, fittings etc. elsewhere) E Kitchen sink including mixer, waste union, traps & angle regulation valves No 2 F Laundry sink including mixer, waste union, traps & angle regulation valves No 2 G Wash hand basin including mixer, waste union, trap and angle regulation valve No 18 H Close-coupled WC suite comprising pan with double flap seat and matching 9 litre cistern , toilet flush valve and angle regulation valve No 15 J Shower cubicle complete with mixer, shower arm, shower head and floor trap with grating No 11 K Urinal including flush valve, waste union and bottle trap No 3 L Washing machine water supply and discharge including angle regulating valves No 3 Carried to Collection R Bill No. 15 Plumbing & Drainage SANSA Building Works 2002Q006 - Provisional Bills of Quantities 210,000.00 Bill No. 15 Plumbing & Drainage COLLECTION Total Brought Forward from Page No. 72 73 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 15 Plumbing & Drainage SANSA Building Works 2002Q006 - Provisional Bills of Quantities Amount Item No SECTION 2 BILL NO 16 Quantity Rate Amount BILL NOPAINTWORK Note: Tenderers are advised to study the General Preambles for Trades before pricing this Bill. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods Unless otherwise stated herein, all items in this Bill shall be deemed to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over a fixed price for the full flat area duration of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6this project.

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of a brick Reinforced brick lintels Lintels shall bear at least 160mm onto adjacent xxxxxxx. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous SUPERSTRUCTURE Brickwork of NFP bricks in class II mortar 25 Half brick walls in beamfilling. WATERPROOFING m2 231 SUPPLEMENTARY PREAMBLES Carried to Collection R Waterproofing Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee by an approved applicator. Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs DAMP-PROOFING OF WALLS AND FLOORS One layer of 250 micron "Consol Plastic USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape" 26 Under surface beds ROOF COVERINGS (PROVISIONAL) m2 1,134 SUPPLEMENTARY PREAMBLES Straight cutting Descriptions of roof coverings are deemed to include for straight cutting PROFILED METAL SHEETING AND ACCESSORIES 0,6mm Thick galvanised corrugated sheet steel sheeting fixed to timber purlins all in accodance with materials supplied and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes employed by the manufacturer 27 Roof coverings with pitches not exceeding 0,1 25 degrees m2 m2 2 Carried Forward to Summary of Section No1,346 28 Ridge capping 550mm girth m 112 Sundries 29 Sisalation"Bubble Foil" aluminium foil binded insulation or similar approved. 2 R Section NoApprox. 2 SFD1 BLOCK Bill No750mm centres; laid taut over purlins and fixed concurrent with roof covering. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 m2 1,346 SUPPLEMENTARY PREAMBLES Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6Collection R

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 BLOCK 3 SMD1 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SMD1 Bill No Page No 1 EARTHWORKS 107 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 63 3 MASONRY 112 66 4 WATERPROOFING 113 67 5 ROOF COVERINGS 115 69 6 CARPENTRY AND JOINERY 117 71 7 IRONMONGERY 119 73 8 METALWORK 120 74 9 PLASTERING 121 75 10 PLUMBING AND DRAINAGE 124 78 11 GLAZING 125 79 12 PAINTWORK 126 80 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA 3 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 BLOCK 4 MD3 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD4 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD4 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD4 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 54 11 GLAZING 125 55 12 PAINTWORK 126 56 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD4 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 15 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 18 6 Hard rock m3 11 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 7 Carried Forward Section No. 3 F2 BLOCK SMD1 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 5 11 Backfilling to trenches, holes, etc. m3 4 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 617 Carried Forward R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R 16 To bottom of concrate aprons m2 35 17 To bottoms and sides of trenches, etc. m2 57 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

SUPPLEMENTARY PREAMBLES. For preambles see Openings Prices for openings for light fittings, ventilation grilles, air- conditioning diffusers, etc are to include for any necessary additional support, trimming around, etc 4mm "Specifications of materials Everite Nutec" or equal and methods approved fibre-cement plain ceiling boards with H-profile PVC jointing strips A Ceilings including 38 x 38mm sawn softwood brandering at 450mm centres and cross brandering at 1,000mm centres m² 26 B Circular cutting m 8 C Extra over ceiling for opening for 100mm diameter downlighter No 5 SUSPENDED CEILINGS SUPPLEMENTARY PREAMBLES Proprietary suspended ceilings Hangers, suspension grids, "lay-in" panels, etc are to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4in accordance with the manufacturers' recommendations Flush plastered gypsum plasterboard suspended ceilings Ceilings shall comprise 9.5mm Obscure safety glass: gypsum plasterboard boards screwed to and including screw-up suspension grid consisting of main tees at 1 Panes not exceeding 0,1 m2 m2 2 200mm centres and galvanised steel capped cross tees at 400mm centres and with tape fixed over joints and the whole finished with gypsum plaster trowelled to a smooth polished surface The grid shall be suspended by means of galvanised steel L- section hangers at suitable centres, securely shot-pinned or screwed to concrete, steel or wood Carried Forward to Summary of Section No. 2 Collection R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO9 Ceilings, Partitioning & Access Flooring SANSA Building Works 2002Q006 - Provisional Bills of Quantities Flush plastered gypsum plasterboard suspended bulkheads Bulkheads shall comprise galvanised steel studding of 63,5mm top and bottom tracks with vertical studs at maximum 400mm centres, pop-riveted to the top and bottom tracks with similar additional vertical studs as necessary at abutments, ends, etc and covered as described with plasterboard screwed to studding with drywall screws at maximum 300mm centres. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see Boards shall be butt-jointed and finished with tape and jointing compound and the whole finished with gypsum plaster trowelled to a smooth polished surface to the thickness recommended by the manufacturer Descriptions shall be deemed to include any additional studs at ends and intersections, corner beads, cornices at junctions with ceilings, jointing compound, tape, etc 2,400 x 1,200 x 40mm "Specifications of materials Ecophon Solo" or equal and methods to be used - PW 371" ON FIBREapproved pre-CEMENT Prepare painted acoustic panels on exposed suspension grid system including hangers, necessary hold-down clips and brush to remove all loose contaminationswedges, apply one coat primer etc A Ceilings suspended in panels exceeding 1m and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 below timber purlins at 650mm centres m² 26 600 x 600 x 15mm "Ecophon Gedina E density glass wool" or equal and approved pre-painted acoustic panels on exposed suspension grid system including hangers, necessary hold- down clips and wedges, etc B Ceilings suspended not exceeding 1m below timber purlins at m² 193 C Circular cutting m 9 D Extra over trench ceiling for opening for 100mm diameter downlighter No 39 1,960 x 1,200 x 12.5mm "Gyproc Rigitone 8-15-20 Super" or equal and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 approved acoustic panels on concealed suspension grid system including hangers, necessary hold-down clips and wedges, etc E Ceilings suspended not exceeding 1m below timber purlins at 400mm centres m² 80 F Sloping ceilings suspended not exceeding 1m below sloping timber purlins at 400mm centres m² 115 G Circular cutting m 24 H Extra over all excavations ceiling for carting away: 7 Surplus material from excavations and/or stock piles on site opening for 100mm diameter downlighter No 16 Carried to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Collection R Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk 9 Ceilings, Partitioning & Access Flooring SANSA Building Works 2002Q006 - Provisional Bills of collapse of excavations: 8 Sides of trench Quantities 9.5mm "Gyproc RhinoBoard" or equal and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles approved on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavingsscrew- up tee suspension grid including hangers, etc. m3 2 11 Backfilling with tape fixed over joints and the whole finished with gypsum plaster trowelled to trenchesa smooth polished surface A Ceilings suspended not exceeding 1m below timber purlins at 400mm centres m² 478 B Circular cutting m 53 C Rectangular bulkheads against wall 600mm wide x 300mm high, holessuspended not exceeding 1m below timber purlins at 400mm centres m 86 D Rectangular sloping bulkheads against wall 600mm wide x 300mm high, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying suspended not exceeding 1m below sloping timber purlins at 400mm centres m 47 E Extra over ceiling for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying opening for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests 100mm diameter downlighter No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 696

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 BLOCK 3 M2 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 BLOCK 3 M2 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK M2 Bill No Page No 1 EARTHWORKS 107 60 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 62 3 MASONRY 112 65 4 WATERPROOFING 113 66 5 ROOF COVERINGS 115 68 6 CARPENTRY AND JOINERY 117 70 7 IRONMONGERY 119 72 8 METALWORK 120 73 9 PLASTERING 121 74 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 77 12 PAINTWORK 126 79 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA 3 M2 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6NO.1

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 1 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 3 F2 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 4 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 3 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 4 6 On gutters and down pipes m 10 8 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 1 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 3 F2 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 F2 BLOCK Bill No Page No 1 EARTHWORKS 107 130 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 132 3 MASONRY 112 135 4 WATERPROOFING 113 136 5 ROOF COVERINGS 115 138 6 CARPENTRY AND JOINERY 117 140 7 IRONMONGERY 119 142 8 METALWORK 120 143 9 PLASTERING 121 144 10 PLUMBING AND DRAINAGE 124 147 11 GLAZING 125 148 12 PAINTWORK 126 149 Carried to Final Summary Section No. 2 SFD1 3 F2 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6NO.1

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 SMF4 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 11 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 SMF4 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SMF4 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 SMF4 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 3 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 3 R Section No. 3 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Amount

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications Fixing Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of materials the flooring, linings, etc FLOOR COVERINGS 229 x 1,220 x 3mm (PC R320/m²) xxxx-xxxxx vinyl tiles A On floors m² 122 B On treads and methods risers of stepped floors m² 1 C Attic stock m² 6 500 x 500mm (PC R380/m²) fibrebonded polypropylene carpet tiles D On floors m² 388 E On treads and risers of stepped floors m² 106 F Circular cutting m 34 G Attic stock m² 22 500 x 500mm (PC R330/m²) loop pile carpeting including 150g/m² felt underlay H On floors m² 101 Carried to be used Collection R Bill No. 10 Floor Coverings SANSA Building Works 2002Q006 - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Provisional Bills of Quantities Amount A Attic stock m² 5 Carried to Collection R Bill No. 10 Floor Coverings SANSA Building Works 2002Q006 - Provisional Bills of Quantities Bill No. 10 Floor Coverings COLLECTION Total Brought Forward from Page No. 58 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 10 Floor Coverings SANSA Building Works 2002Q006 - Provisional Bills of Quantities Amount Item No SECTION 2 BILL NO 11 Quantity Rate Amount BILL NOIRONMONGERY Note: Tenderers are advised to study the General Preambles for Trades before pricing this Bill. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods Unless otherwise stated herein, all items in this Bill shall be deemed to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over a fixed price for the full flat area duration of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6this project.

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Linings to concrete Descriptions of linings to concrete, unless otherwise described, shall be deemed to include wire ties Hollow walls etc Descriptions of hollow walls shall be deemed to include wire ties and methods leaving every fifth perpend of the bottom course of the external skin open as a weep hole Reinforced brick lintels Lintels shall bear at least 160mm onto adjacent xxxxxxx. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4continuous Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc Carried to Collection R Amount SUPERSTRUCTURE Brickwork of NFP bricks in class II mortar 1 Half brick walls m2 120 2 Half brick walls in beamfilling. m2 20 3 One brick walls m2 352 BRICKWORK SUNDRIES Joint forming material in movement joints: 4 12mm Obscure safety glass: 1 Panes Bitumen impregnated fibre board built in vertically between brick skins not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200300mm girth, etcwide. m2 28 2 Stripping average 1003 Steel bar reinforcement 5 8mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation Diameter mild steel bars built in earth not exceeding 2horizontally t 0.02 Brickwork reinforcement 6 75mm Wide reinforcement built in horizontally m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations 654 7 150mm Wide reinforcement built in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5horizontally m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, 1,734 Turning pieces Galvanised wire ties etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK FD4 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK FD4 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK FD4 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 54 11 GLAZING 125 55 12 PAINTWORK 126 56 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA FD4 BVI CONSULTING ENGINEERS Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 65 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 16 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 20 6 Hard rock m3 11 20 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 8 Carried Forward Section No. 3 F2 BLOCK M2 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 46 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 21 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 37 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 621

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 1 Carried Forward to Summary of Section No. 2 3 R Section No. 2 SFD1 3 F2 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 4 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 3 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 4 6 On gutters and down pipes m 10 8 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 1 Carried Forward to Summary of Section No. 2 3 Section No. 2 SFD1 3 F2 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 F2 BLOCK Bill No Page No 1 EARTHWORKS 107 130 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 132 3 MASONRY 112 135 4 WATERPROOFING 113 136 5 ROOF COVERINGS 115 138 6 CARPENTRY AND JOINERY 117 140 7 IRONMONGERY 119 142 8 METALWORK 120 143 9 PLASTERING 121 144 10 PLUMBING AND DRAINAGE 124 147 11 GLAZING 125 148 12 PAINTWORK 126 149 Carried to Final Summary Section No. 2 SFD1 3 F2 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 4 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6NO.1

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Linings to concrete Descriptions of linings to concrete, unless otherwise described, shall be deemed to include wire ties Hollow walls etc Descriptions of hollow walls shall be deemed to include wire ties and methods leaving every fifth perpend of the bottom course of the external skin open as a weep hole Reinforced brick lintels Lintels shall bear at least 160mm onto adjacent xxxxxxx. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 continuous Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Pointing Descriptions of collapse recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc SUPERSTRUCTURE Brickwork of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deepNFP bricks in class II mortar 1 Piers m3 3 2 L-shaped piers m3 0.5 3 Half brick walls m2 121 4 Half brick walls in beamfilling. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable 27 5 One brick walls m2 298 Joint forming material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6movement joints:

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SMD1 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SMD1 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SMD1 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 6NO.1

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 55 11 GLAZING 125 56 12 PAINTWORK 126 57 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA BVI CONSULTING ENGINEERS Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 15 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 18 6 Hard rock m3 11 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 7 Carried Forward Section No. 3 F2 BLOCK SMD1 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 5 11 Backfilling to trenches, holes, etc. m3 4 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 617 Carried Forward R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R 16 To bottom of concrate aprons m2 35 17 To bottoms and sides of trenches, etc. m2 57 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Linings to concrete Descriptions of linings to concrete, unless otherwise described, shall be deemed to include wire ties Hollow walls etc Descriptions of hollow walls shall be deemed to include wire ties and methods leaving every fifth perpend of the bottom course of the external skin open as a weep hole Reinforced brick lintels Lintels shall bear at least 160mm onto adjacent xxxxxxx. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 Carried Forward continuous Face bricks Bricks shall be ordered timeously to Summary obtain uniformity in size and colour Pointing Descriptions of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials recessed pointing to fair face brickwork and methods face brickwork shall be deemed to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminationsinclude square recessed, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWPhollow recessed, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 weathered pointing, etc Carried to Final Summary Section No. Collection R Amount SUPERSTRUCTURE FACE BRICKWORK Face bricks (Purchase price of R4 000,00/1000 delivered to site excluding VAT) pointed with recessed horizontal and vertical joints 1 One brickwall of face brickwork m2 731 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION Half brick walls of face brickwork m2 231 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications Half brick walls of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etcface brickwork in beamfilling. m2 28 2 Stripping average 10018 BRICKWORK SUNDRIES Brickwork reinforcement 4 75mm thick layer Wide reinforcement built in horizontally m 1,001 5 150mm Wide reinforcement built in horizontally m 1,705 Turning pieces Brick-on-edge header course copings, xxxxx, etc of top soil and stockpiling face bricks (Purchase price of R4 000,00/1000 delivered to site excluding VAT) pointed with recessed joints on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 4 For aprons thickenning m3 3 all exposed faces 7 Extra over trench brickwork for brick-on-edge header course lintel m 37 Brick-on-edge header course copings, xxxxx, etc of face bricks (Purchase price of R4 000,00/1000 delivered to site excluding VAT) pointed with recessed joints on all exposed faces 8 110mm Wide sill set level and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5slightly projecting m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 11 Backfilling to trenches, holes, etc. m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 630 m 30

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 SMF3 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 10 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 SMF3 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SMF3 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 SMF3 BLOCK MANKGA LERAGA CONSULTING Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 88 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 88 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 21 4 Pit m3 34 5 For aprons thickenning m3 3 5 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 60 7 Hard rock m3 11 60 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 44 Carried Forward Section No. 3 F2 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 97 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 10 12 Backfilling to trenches, holes, etc. m3 4 11 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 32 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 49 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 3 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 632 18 To bottom of concrate aprons m2 49 19 To bottoms and sides of trenches, etc. m2 81 Carried Forward to Summary of Section No. 3 R Section No. 3 MD4 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 SMD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING Amount Item No SECTION 2 Quantity Rate Amount SECTION 2 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 SMD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 SMD1 BLOCK Bill No Page No 1 EARTHWORKS 107 108 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 110 3 MASONRY 112 113 4 WATERPROOFING 113 114 5 ROOF COVERINGS 115 116 6 CARPENTRY AND JOINERY 117 118 7 IRONMONGERY 119 120 8 METALWORK 120 121 9 PLASTERING 121 122 10 PLUMBING AND DRAINAGE 124 125 11 GLAZING 125 126 12 PAINTWORK 126 127 Carried to Final Summary Section No. 2 SFD1 SMD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount No SECTION 4 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 18 4 Pit m3 27 5 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 11 6 49 7 Hard rock m3 11 49 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 35 Carried Forward Section No. 3 F2 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 82 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 2 11 7 12 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 44 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 3 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 625 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 3 R Section No. 3 MD3 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R Amount Item Quantity Rate

SUPPLEMENTARY PREAMBLES. For preambles see BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "Specifications one brick" shall represent the length and "half brick" the width of materials a brick Linings to concrete Descriptions of linings to concrete, unless otherwise described, shall be deemed to include wire ties Hollow walls etc Descriptions of hollow walls shall be deemed to include wire ties and methods leaving every fifth perpend of the bottom course of the external skin open as a weep hole Reinforced brick lintels Lintels shall bear at least 160mm onto adjacent xxxxxxx. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 continuous Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK Bill No. 11 GLAZING MANKGA LERAGA CONSULTING 4 Masonry (Provisional) AVON MULTIPURPOSE COMMUNITY CENTRE TENDER NUMBER: BM04/22/23 Amount Item No SECTION 2 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications Brought Forward R Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Pointing Descriptions of materials recessed pointing to fair face brickwork and methods face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc General Window surrounds shall be used - PW 371" ON FIBRE-CEMENT Prepare built into brick walls and brush to remove pointed all loose contaminationsround on both sides with 10 x 10mm square recessed joints Prices shall include for building in as single units or combinations in patterns of two or more window units and for bedding solid all round in mortar and pointing Note Aluminium infill windows, apply one coat primer glazing and two coats PVA emulsion paint: 1 On fascias pointing with sealing compound are measured elsewhere SAMPLES Samples of all masonry building units, shall consist of a minimum of 6 units PAVINGS Quarry tiles, precast concrete, cement, terrazzo and barge boards m2 6 ON WOOD Undercoat similar tiles Tiles shall be of approved manufacture, well burnt or cured, and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat uniform and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters true in size, shape and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 colour Carried Forward to Summary of R Section No. 2 Section No. 2 SFD1 BLOCK Bill No. 12 PAINTWORK MANKGA LERAGA CONSULTING R SECTION SUMMARY - SFD1 BLOCK Bill No Page No 1 EARTHWORKS 107 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 3 MASONRY 112 4 WATERPROOFING 113 5 ROOF COVERINGS 115 6 CARPENTRY AND JOINERY 117 7 IRONMONGERY 119 8 METALWORK 120 9 PLASTERING 121 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 12 PAINTWORK 126 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA CONSULTING Amount R Item No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deepMasonry (Provisional) AVON MULTIPURPOSE COMMUNITY CENTRE TENDER NUMBER: 3 Trenches m3 8 4 For aprons thickenning m3 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 6 Hard rock m3 11 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 Carried Forward Section No. 3 F2 BLOCK Bill No. 1 EARTHWORKS MANKGA LERAGA CONSULTING R BM04/22/23 Brought Forward R Risk Preparation of collapse concrete floor beds, slabs, etc for pavings Concrete surfaces shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of excavations: 8 Sides of trench all loose matter. Surfaces shall then be wetted and hole excavation not exceeding 1,5m deep. m2 23 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, stepskept damp for at least six hours before slushing with 1:2 cement/sand and while still wet, pavings, etc. m3 2 11 Backfilling to trenchesshall be laid on a 1:4 cement mortar bed not exceeding 25mm thick. Sand shall be clean, holessharp river sand Jointing of pavings Pavings, etc. , shall, except for crazy paving, be laid with continuous joints in both directions SUPERSTRUCTURE Brickwork of NFX bricks in class II mortar 1 Half brick walls in beamfilling m2 38 2 Piers m3 4 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 3 Half brick walls m2 72 4 One brick walls m2 845 BRICKWORK SUNDRIES Brickwork reinforcement 5 75mm Wide reinforcement built in horizontally m 261 6 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling mm Wide reinforcement built in furrows and ramminghorizontally m 2 268 "Allied Concrete" prestressed fabricated lintels 7 220 x 75mm Lintels in lengths not exceeding 3m m 61 exceeding 4,5m m 9 Turning pieces Carried Forward R Section No. m2 62 Bill No. 4 Masonry (Provisional)

SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 2 3 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD1 BLOCK SFD4 Bill No. 11 GLAZING MANKGA LERAGA BVI CONSULTING ENGINEERS Amount Item No SECTION 2 Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD1 BLOCK SFD4 Bill No. 12 PAINTWORK MANKGA LERAGA BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD1 BLOCK SFD4 Bill No Page No 1 EARTHWORKS 107 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 109 40 3 MASONRY 112 43 4 WATERPROOFING 113 44 5 ROOF COVERINGS 115 46 6 CARPENTRY AND JOINERY 117 48 7 IRONMONGERY 119 50 8 METALWORK 120 51 9 PLASTERING 121 52 10 PLUMBING AND DRAINAGE 124 11 GLAZING 125 54 12 PAINTWORK 126 56 Carried to Final Summary Section No. 2 SFD1 BLOCK MANKGA LERAGA SFD4 BVI CONSULTING ENGINEERS Amount R Item Quantity Rate Amount No SECTION 3 Quantity Rate Amount BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 28 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 28 65 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 8 16 4 For aprons thickenning m3 3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 11 20 6 Hard rock m3 11 20 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 4 8 Carried Forward Section No. 3 F2 BLOCK SMD2 Bill No. 1 EARTHWORKS MANKGA LERAGA BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 23 46 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 2 6 11 Backfilling to trenches, holes, etc. m3 4 9 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 6 21 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 27 37 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 621 Carried Forward R Section No. 3 SMD2 Bill No. 1 EARTHWORKS