Common use of Formwork Clause in Contracts

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 4 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 5 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 39 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 9 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 18 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 77 13 Ditto, but in foundations (Provisional). m 45 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 37 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 15 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 15 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 9

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 3 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 30 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 7 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 14 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 61 13 Ditto, but in foundations (Provisional). m 35 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 29 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 12 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 12 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 7

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 4 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 7 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 47 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 10 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 20 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 93 13 Ditto, but in foundations (Provisional). m 50 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 37 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 19 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 19 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 9

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 5 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 6 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 50 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 11 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 19 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 100 13 Ditto, but in foundations (Provisional). m 55 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 45 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 19 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 19 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 11

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 3 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 2 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 3 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 22 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 5 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 10 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 45 13 Ditto, but in foundations (Provisional). m 25 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 21 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 9 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 9 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 5

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 6 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 5 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 8 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 55 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 12 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 24 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:Collection R

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 2 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 6 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 36 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 7 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 15 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 73 13 Ditto, but in foundations (Provisional). m 36 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 25 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 15 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 15 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 6

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 8 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 6 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 11 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 73 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 16 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 31 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 Fabric reinforcement:146

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 7 15 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 Suspended Slabs. Slab m3 7 6 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 8 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 63 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 15 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 30 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 126 13 Ditto, but in foundations (Provisional). m 74 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 62 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 25 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 25 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 15

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 7 15 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 Suspended Slabs. Slab m3 7 6 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 8 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 61 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 14 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 28 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:Collection R

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 6 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 4 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 10 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 61 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 12 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 24 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 121 13 Ditto, but in foundations (Provisional). m 61 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 41 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 24 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 24 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 10

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 7 15 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 Suspended Slabs. Slab m3 7 6 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 8 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 61 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 14 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 28 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 122 13 Ditto, but in foundations (Provisional). m 70 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 58 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 24 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 24 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 14

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs. m3 7 14 15 Suspended Slabs. m3 7 14 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 8 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 72 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 72 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 54 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 54 Fabric reinforcement:: 21 REF. 395 fabric reinforcement in concrete surface beds, slabs, footings, etc. m2 288 Carried to Collection R 24 25 26 27 28 29 Quantity Rate Amount 25MPa concrete 900 x 100mm V' channel 100mm deep in centre laid in position in ground in 2000mm sections including all excavations, ramming, trimming, formwork, reinforcement, expansion joints, floating, etc. m 68 Extra 900 x 200mm for angles,intersections, ends, dressing into sides of catchpits, etc. No 5 6 000 L Polyethylene Collection Tank installed at 2 000mm depth, Installation complete with 50mm Brass float valve, low level override float sender unit, pipework installed in between tanks. No 4 Leaf eater rain heads No 2 Screen filter No 2 First flush diverters No 2 Galvanized reno mattresses 2.0m X 1.0m X 0.3m deep with 60 x 80 mm mesh filled with 100 - 150mm stones. m3 1

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. 14 Base slabs6 Strip footings. m3 8 REINFORCED CONCRETE 25 MPa/19mm Concrete: 7 15 Suspended Slabs. Slab m3 7 6 TEST BLOCKS Test blocks: 16 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH 10 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Rough Smooth Formwork to Sides: 19 9 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork 69 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 10 One brick walls. m2 15 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 11 One brick walls. m2 30 Carried to Sides: 20 Edges, risers, ends and reveals not exceeding 300Collection R 12 230mm high or wideWide reinforcement built in horizontally. m 27 138 13 Ditto, but in foundations (Provisional). m 75 REINFORCEMENT Fabric reinforcement:: 14 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 58 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 15 On walls. m2 28 PAINTWORK ETC TO NEW WORK ON FLOATED PLASTER Prepare surface and remove all loose material, and rinse. apply Polycell Mendall 90 flexible crack filler to holes and cracks, one coat undercoat, one coat tinted Micatex and two coats PLASCON WALL & ALL or equal Architect approved, to cover surface sufficiently. All to manufacturer’s specifications. Colour and type to Architect’s approval: 16 On external plastered walls. m2 28 Carried to Collection R 5000 Litre polyethylene rotomoulded rainwater storage tank, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tank stand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secure to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before practical completion). No 14