Common use of Carried to Collection R Clause in Contracts

Carried to Collection R. Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC

Carried to Collection R. Section Bill No. 2 3 CONCRETE FORMWORK AND REINFORCEMENT THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 14 Type 193 fabric reinforcement in sutface beds m2 207 Bill No. 3 CONCRETE FORMWORK AND REINFORCEMENT THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND XXXXX Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement 3 CONCRETE FORMWORK AND REINFORCEMENT Total Brought Forward from Page No. -00- -00- Xxxxxxx XxBill No. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 3 CONCRETE FORMWORK AND REINFORCEMENT THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 126 127 128 129 R Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 BILL NO 4 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx bill SUPPLEMENTARY PREAMBLES BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick 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 FOUNDATIONS (PROVISIONAL) Brickwork of NFX NFP bricks (7 MPa nominal compressive strength) in class II mortar 1 Half One brick walls m2 483 19 2 One brick walls circular on plan m2 18 SUNDRIES Carried to Collection Bill No. 4 MASONRY THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 3 150mm Wide reinforcement built in horizontally Brickwork of NFP bricks in class II mortar 4 Half brick walls in beamfilling m 443 m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 10 5 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into 54 6 One brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into circular on plan m2 84 7 One brick walls with sufficient laps at end above wallplate level including cuting and fiting around roof timbers m2 6 8 220 mm Wide brick on edge sill set sloping and slightly projecting m 7 Joint forming material in movement joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC

Carried to Collection R. Section No. 2 Xxxx 1 Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement PRELIMINARIES Total Brought Forward from Page No. -00- -00- Xxxxxxx XxSection No. 0 Xxxx Xx1 Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 1 PRELIMINARIES 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 R Amount Total Brought Forward from Page No. Brought Forward 86 R 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 Carried Forward Section No. 1 Bill No. 1 PRELIMINARIES R Amount Total Brought Forward from Page No. 104 Section No. 1 Bill No. 1 PRELIMINARIES Amount Item No Unit Quantity Rate Amount SECTION BILL NO. 2 XXXX NO. 3 MASONRY ALTERATIONS NOTE: Tenderers are advised For Trade Preambles and amplification of descriptions the Contractor is referred to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half MODEL PREAMBLES FOR TRADES 2008 as published by ASAQS. REMOVAL OF EXISTING WORK Taking out and removing doors, windows, etc from brick walls including making good plaster to reveals, heads, xxxxx, threshholds, etc 1 Glazed aluminium shower door size 2100 x 900mm high No 2 Taking down roofs, floors, panelling, ceilings, partitions, etc setting aside for re-use and later refixing in similar position 2 Fasten existing PVC gutter to existing fascias with necessary brackets m 186 Taking up and removing wood block floor coverings, vinyl floor coverings, carpets, etc and including preparing screeds for new floor coverings 3 Vinyl tile floor covering m2 483 802 Taking out and removing ironmongery 4 Window catches, closers, stays, etc and replace with new No 9 5 Toilet paper holder from wall No 9 Taking out/off and removing sundry metalwork 6 Grab rails approx 900mm long No 3 Carried to Collection Section No. 1 Bill No. 2 Half brick walls in beamfilling ALTERATIONS R 7 Broken glass from timber windows, including cleaning out rebates and preparing for new glass m2 4 3 Half brick linings 11 8 Mirror 450 x 1000mm high from wall No 1 Hacking up/off and removing ceramic tiles including removing mortar bed or adhesive from concrete or brickwork and preparing surfaces for new finish. 9 Tiles to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 7517 10 Tiles to floors m2 54 Taking out and removing piping, sanitary fittings, etc, including cutting off as necessary, disconnecting piping from fittings and making good floor and wall finishes (making good tiling and paintwork elsewhere) 11 Copper piping not exceeding 50mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) diameter m 1 770 6 Brick reinforcement 15040 12 PVC piping not exceeding 50mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) diameter m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC30

Carried to Collection R. Section Bill No. 2 1 PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND XXXXX Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement PRELIMINARIES COLLECTION Total Brought Forward from Page No. -00- -00- Xxxxxxx XxBill No. 0 Xxxx Xx1 PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 R Amount Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount 1 PRELIMINARIES COLLECTION Total Brought Forward from Page No. R 115 116 117 118 119 120 Bill No. 1 PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS Item No Unit Quantity Rate Amount SECTION NO. BILL NO 2 XXXX NO. 3 MASONRY EARTHWORKS (PROVISIONAL) NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK bill Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock". Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 1 Trenches m3 38 2 Holes m3 3 Excavation in earth exceeding 2m and not exceeding 4m deep 3 Trenches m3 1 Extra over trench and hole excavations in earth for excavation in 4 Soft rock m3 6 5 Hard rock m3 2 Carried to Collection Bill No. 2 EARTHWORKS (PROVISIONAL) THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 6 Unreinforced concrete m3 1 7 Brickwork Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor 9 Sides of NFX bricks trench excavations not exceeding 1,5m deep m3 1 m3 17 m2 102 10 Sides of trench excavations exceeding 1,5m deep 11 Keeping excavations free of water Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 12 Under floors, steps, pavings, etc m2 1 Item m3 31 13 Backfilling to trenches, holes, etc Earth filling imported by the Contractor compacted to 93% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 21 m3 31 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 207 16 To bottoms and sides of trenches etc m2 150 Bill No. 2 EARTHWORKS (7 MPa nominal compressive strengthPROVISIONAL) in class II mortar 1 Half brick walls m2 483 THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND XXXXX Xxxx No. 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etcEARTHWORKS (PROVISIONAL) Total Brought Forward from Page No. m2 119 Brickwork of NFX bricks Bill No. 2 EARTHWORKS (14 MPa nominal compressive strengthPROVISIONAL) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETCTHREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 123 124 R Amount

Carried to Collection R. Section No. 2 Xxxx 1 Preliminaries Bill No. 2 Concrete1 Preliminaries & Generals 104 Clause C3 - As-built drawings The position of construction breaks and the extent of individual concrete pours are to be recorded by the contractor on the structural engineer's drawings and are to be submitted to the principal agent and the structural engineer for their records Fixed Item Value Related Item Time Related Item 105 Clause C4 - Site instructions All site instructions issued on site shall be recorded in writing within seven (7) calendar days in site instruction book (A4 size and triplicate carbon format), Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams which is to be provided and maintained by the contractor. The said site instruction book shall be kept on site at all times for the exclusive use of recording site instructions only Site instructions may be issued by the architect or any of the consultants only. Copies of the site instructions are to be submitted to the architect and quantity surveyor within seven (7) calendar days of such recording in the site instruction book Fixed Item Value Related Item Time Related Item 106 Clause C5 - Labour record At the end of each week the contractor shall provide the principal agent with sloping soffits propped up exceeding 1,5m a written record, in schedule form, reflecting the number and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m description of tradesmen and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m labourers employed by him and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 all subcontractors on the works each day Fixed Item Value Related Item Section No. 2 Xxxx 1 Preliminaries Bill No. 2 Concrete1 Preliminaries & Generals Time Related Item 107 Clause C6 - Plant record At the end of each calendar week the contractor shall provide the principal agent with a written record, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concretein schedule form, Formwork & Reinforcement Total Brought Forward reflecting the number, type and capacity of all plant, excluding hand tools, currently used on the works Fixed Item Value Related Item Time Related Item 108 Clause C7 - Non-cession of monies The contractor shall not cede nor assign his rights or claims to any monies due or to become due to him under this contract Fixed Item Value Related Item Time Related Item 109 Clause C8 - Occupational Health and Safety Act In terms of the Occupational Health and Safety Regulations promulgated on 18 July 2003 and any latest editions/ammendments, it will be expected from Page No. -00- -00- Xxxxxxx Xx. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R the contractor to comply fully with and adhere to all such regulations pertaining to this project as no claims in this regard will be entertained Fixed Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETCValue Related Item Time Related Item

Carried to Collection R. Section 1 Bill No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement Preliminaries Page No Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 0 Xxxx Xx1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 155 156 157 158 159 Section 1 Bill No. 1 Preliminaries Amount R Item No Unit SECTION 2 Quantity Rate Amount SECTION BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement Stripping average 150mm wide built into brick walls thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 335 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 734 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 658 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor, stabilized with sufficient laps at end joints3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPSsteps, TIESpavings, ETCetc m3 68 14 Under floors etc m2 1,247

Carried to Collection R. Section No. 1 Xxxx No. 1 Preliminaries Total Brought Forward from Page No. 1 Included 2 Included 3 536 000.00 4 Included 5 Included 6 Included 7 Included 8 Included 9 Included 10 Included 11 Included 12 Included 13 Included 14 Included 15 Included 16 Included 17 Included 18 Included 19 Included 20 Included 21 Included Carried Forward R 536 000.00 Section No. 1 Xxxx No. 1 Preliminaries Page Amount Brought Forward No R 536 000.00 Total Brought Forward from Page No. 22 Included 23 Included 24 Included 25 Included 26 Included 27 Included 28 Included 29 Included 30 Included Carried to Final Summary Section No. 1 Xxxx No. 1 Preliminaries R 536 000.00 No SECTION 2 XXXX NO 1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth" but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EXCAVATION, FILLING, ETC OTHER THAN BULK EXCAVATIONS ETC Excavation in earth not exceeding 2m deep 1 Trenches m3 164 95.00 15 580.00 2 Holes m3 1 95.00 95.00 Extra over trench and hole excavations in earth for excavation in 3 Soft rock m3 166 200.00 33 200.00 4 Hard rock m3 8 450.00 3 600.00 Extra over all excavations for carting away 5 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 92 185.00 17 020.00 Carried to Collection Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up 1 Earthworks (Provisional) R 69 495.00 6 Sides of trench and hole excavations exceeding 1,5m and not exceeding 3,5m high deep m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 501 10.00 7 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 8 Under floors, steps, pavings, etc m3 71 95.00 9 Backfilling to trenches, holes, etc m3 74 95.00 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge Compaction of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles ground surface under floors etc including scarifying for Trades" before pricing this xxxx BRICKWORK Brickwork a depth of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick and compacting to 93% Mod AASHTO density m2 472 15.00 11 Allow the amount of R5 000 (Five Thousand Rand) for density tests, etc specifically requested for by the Engineer Item 12 Profit Item 13 Attendance Item 14 To bottoms and sides of trenches etc m2 670 15.00 15 Under floors etc including forming and poisoning shallow furrows against foundation walls with sufficient laps at end jointsetc, angles filling in furrows and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETCramming m2 472 15.00

Carried to Collection R. Section 1 Bill No. 2 Xxxx 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 Section 1 Bill No. 1 Preliminaries Amount Item No SECTION 2 ConcreteQuantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated herein, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with sloping soffits propped "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 15 Under floors etc m2 1,247 Section 2 Bill No. 1 Foundations (Provisional) 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 19 Strip footings m3 7 20 Bases m3 12 21 Columns m3 1 22 Beams m3 101 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Section 2 Bill No. 1 Foundations (Provisional) 24 Edges, risers, ends and reveals not exceeding 3,5m 300mm high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam or wide (To be used as rainwater gutterProvisional) m 22 23 208 25 Column bases m2 34 26 Vertical sides of columns m2 24 27 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 1.61 High tensile steel reinforcement to structural concrete work 26 Y10 28 10mm Diameter bars t 1.10 27 Y12 5.29 29 12mm Diameter bars t 14.72 28 Y16 12.95 30 16mm Diameter bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC12.88

Carried to Collection R. Section No. 2 Xxxx Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 4 Internal Plumbing Benoni Building R 0,6mm Galvanised sheet iron Class Z 275 A 100 x 125mm Rectangular section xxxxx gutter with 20mm wide overlapping joints sealed with and including compressible sealing strip and riveted at 20mm centres m 50 B 75mm Diameter rainwater downpipe with brackets fixed to brick wall or concrete m 15 C Extra for gutter for outlet with nozzle for and jointed to 75mm diameter galvanised sheet iron downpipe including galvanised wire balloon grating No 15 D Extra for shoe No 4 E Extra for xxxxx offset No 4 RAINWATER DISPOSAL Class 6 uPVC pipes F 100mm Recess along top edge of beam (To be used as rainwater gutter) Pipes fixed to walls or soffits m 22 23 81 Extra over uPVC pipes for fittings G 100mm Diameter bars t 0.40 24 10uPVC to iron adaptor No 1 H 100mm Diameter bars t 0.08 25 12Bend No 1 Cast iron roof outlets I 100mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 90 Degree full flow side outlet No 1 CARRIED TO COLLECTION Section No. 2 Xxxx Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 4 Internal Plumbing Benoni Building Legal Aid South Africa Section No. 2 Xxxx Bill No. 2 Concrete, Formwork & Reinforcement 4 Internal Plumbing COLLECTION Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx. 0 Xxxx XxSection No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Bill No. 4 Internal Plumbing Benoni Building Page No 2/8 2/9 2/10 2/11 2/12 R Amount R Item No Unit Quantity Rate R Amount SECTION No. 2 BILL NO. 2 XXXX NO. 3 MASONRY 5 PAINTWORK NOTE: Tenderers are advised to study the "Model Preambles for Trades" Trades before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick bill SUPPLEMENTARY PREAMBLES PAINT SPECIFICATION All paint products used are to be Plascon Products only. No alternative specifications will be allowed. PREPARATORY WORK TO EXISTING WORK Previously painted metal surfaces Surfaces shall be thoroughly rubbed and cleaned down. Blistered or peeling paint shall be completely removed down to bare metal. ON PREVIOUSLY PAINTED METAL On door frames m2 Section No. 2 Bill No. 5 Paintwork Prepare and apply two coats approved Plascon Velvaglo enamel paint A On doors m2 70 One coat bonding liquid, one undercoat and two coats Plascon Double Velvet acrylic paint with antifungal additive B On internal walls m2 483 950 One coat bonding liquid, one undercoat and two coats Plascon Double Velvet acrylic paint with antifungal additive C On drywall partitions m2 600 One coat wood primer, one undercoat and two coats Plascon Velvaglo enamel paint D On doors m2 25 Spot primer defects in pre-primed surfaces with zinc chromate primer, one universal undercoat and two coats Plascon Velvaglo enamel paint E On door frames m2 20 Section No. 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etcBill No. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETCPaintwork Benoni Building Section No. 2 Bill No. 5 Paintwork COLLECTION Total Brought Forward from Page No. Section No. 2 Bill No. 5 Paintwork Benoni Building Page No 2/14 2/15 R Amount Item No

Carried to Collection R. Section Bill No. 2 Xxxx 1 Preliminaries 100 FLAGMAN : provide flagman for the full duration of the contract No 1 101 The contractor is to take note of the requirement to use locally produced material as listed in the SBD6.2 form included in this tender pack. Contractors are to ensure that they strictly conform to the local content requirements and failure to do so will result in the work being redone with the correct material at the contractors cost. Item 102 The Contractor must protect and make safe all services within the contract site and where the works are being done. This includes all demolition and new works that are applicable to the site/works. All works found not to be to standard or services not reinstated as required, will be made good at the contractors cost. Item Bill No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section Preliminaries Bill No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement 1 Preliminaries Total Brought Forward from Page No. -00- -00- Xxxxxxx XxBill No. 0 Xxxx Xx1 Preliminaries 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 R Amount B ILL No. 2 ConcreteO CCUPATIONAL HEALTH AND SAFETY In terms of the Occupational Health and Safety Act 1993 (Act No 85 of 1993) the following regulations in the Schedule (Construction Regulations 18 July 2003) forms part of this Section F ULL INTENT AND MEANING OF CLAUSES Tenderers shall be deemed to have referred to the aforementioned documents for the full intent and meaning of each clause. These clauses are hereinafter referred to by the heading and clause number only. Where standard clauses or alternatives are not applicable to this contract such modifications, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NOcorrections or supplements as are necessary are given under each relevant clause heading or within the relevant Schedule. Where an item is not relevant to this specific contract such item is marked "N/A" signifying "Not applicable". P AYMENT CATEGORIES Each item priced is to be allocated to one or more categories by the insertion of the letter "F", "V" or "T", as the case may be, against the price in the rate column. These letters shall indicate the relevant categories as follows: "F" - A fixed amount, ie which shall no be varied "V" - An amount which shall be varied in proportion to the contract value "T" - An amount which shall be varied in proportion to time Bill No. 2 XXXX NOOccupational Health and Safety C ONSTRUCTION REGULATIONS Note: The Contractor's attention is brought to the above mentioned Construction Regulations. 3 MASONRY NOTE: Tenderers are advised The Contractor is instructed to study obtain a copy of the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls Regulations, and familiarize himself with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETCthe contents thereof.

Carried to Collection R. Section 1 Bill No. 2 Xxxx 1 Preliminaries Section 1 Bill No. 2 Concrete1 Preliminaries SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement MPUMALANGA Amount Page Brought Forward No R Total Brought Forward from Page No. -00- -00- Xxxxxxx Xx39 40 41 42 43 Carried to Final Summary Section 1 Bill No. 0 Xxxx Xx1 Preliminaries SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA R Amount Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NO104 for CPAP formula purposes. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" Trades before pricing this xxxx BRICKWORK Brickwork Bill The nature of NFX bricks (7 MPa nominal compressive strength) the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "soft rock" or "hard rock" Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site Notwithstanding the reference to prescribed multiple handling in class II mortar clause 1, page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any necessary multiple handling of material Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick Section 2 Bill No. 1 Half brick walls m2 483 2 Half brick walls Foundations Bricks shall be ordered timeously to obtain uniformity in beamfilling m2 4 3 Half brick linings size and colour Descriptions of recessed pointing to concrete including ties fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC.

Carried to Collection R. Section No. 2 1 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with sloping soffits propped up exceeding 1,5m and not exceeding 3,5m high m2 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 22 100 x 100mm Recess along top edge of beam (To be used as rainwater gutter) m 22 23 8mm Diameter bars t 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 26 Y10 bars t 1.10 27 Y12 bars t 14.72 28 Y16 bars t 1.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Preliminaries JBCC Section No. 2 1 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement 1 Preliminaries JBCC COLLECTION Total Brought Forward from Page No. Section No. 1 Xxxx No. 1 Preliminaries JBCC -54- -55- -56- -57- -58- -59- -60- -61- -62- -63- -64- -65- -00- -00- Xxxxxxx -00- -00- -00- -00- -00- Xxxxxx R Section No. 1 Xxxx No. 1 Preliminaries JBCC COLLECTION Total Brought Forward from Page No. -74- -75- -76- -77- -78- -79- -80- -81- Section Xx. 0 Xxxx Xx. 2 Concrete, Formwork & Reinforcement 1 Preliminaries JBCC HOMEVALE FIRE STATION KIMBERLEY R Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY 1 NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork NOTE : All excavations are measured as being in "earth" and/or filling compacted to 98% modified AASHTO density Descriptions of NFX bricks (7 MPa nominal compressive strength) excavations shall be deemed to include for setting aside surplus excavated material in class II mortar 1 Half brick walls m2 483 2 Half brick walls spoil heaps for use as filling or for depositing within 150m of the perimeter of the excavations and spreading and roughly levelling as directed, as well as for increase in beamfilling m2 4 3 Half brick linings bulk and multiple handling of excavated material caused by the contractor's method of operation. Descriptions of carting away of excavated material shall be deemed to concrete including ties etcinclude loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site and for bulking. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) NOTE : Excavations: No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling. "Soft rock" and "hard rock" shall be as defined in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC"Earthworks".