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. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 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. Carried to Collection R Amount Item No REINFORCED CONCRETE Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 7 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 14 Rate

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 3 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 SMOOTH 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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 7 Rate

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 9 Rate

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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 6 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 10 Rate

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 6 Rate

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. Carried to Collection R Amount Item No REINFORCED CONCRETE Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 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 Item No 24 25 26 27 28 29 Quantity Rate Amount STORMWATER CHANNELS In-situ concrete channels: 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 UNDERGROUND STORAGE TANKS 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 MISCELLANEOUS Supply and fit complete to manufacturer's standards the following to downpipes and tanks to prevent blocking and intrusion of mosquitoes and pests to tanks. Leaf eater rain heads No 2 Screen filter No 2 First flush diverters No 2 Sundries: 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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 8 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 12 230mm high or wideWide reinforcement built in horizontally. m 27 Fabric reinforcement:146

Formwork. Descriptions Description of formwork shall be deemed to include use and waste only (except where described as "left in 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. 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 Formworks to soffits of solid slabs etc., etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. described Formwork to sides of bases, pile caps, ground beams, etc., etc will only be measured where it is prescribed by the Engineer 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" UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 20MPa/20mm concrete: 1 Surface blinding under surface beds m³ 3 25MPa/20mm concrete: 2 Strip footings. Carried to Collection m³ 224 3 Bases m³ 29 4 Surface beds on waterproofing. m³ 202 5 Walkway slabs on waterproofing. m³ 138 6 Slabs including beams and inverted beams m³ 701 7 Walls m³ 1 R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabsSection No. m3 7 15 Suspended Slabs2 BUILDING WORKS Bill No. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes 2 8 Columns in foundations (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs) m³ 2 9 Columns m³ 11 10 Stairs including landings, 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 beams 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:inverted beams m³ 3

Formwork. Descriptions of formwork shall be deemed to include use and waste only (except where described as "left in 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. Carried Forward R Section No. 2 Bill No. 2 CONCRETE,FORMWORK AND REINFORCEMENT Amount Brought Forward R Formwork to soffits of solid slabs etc., etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. described Formwork to sides of bases, pile caps, ground beams, etc., etc will only be measured where it is prescribed by the Engineer 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. Carried to Collection R Amount Item Quantity Rate Amount No " REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25 MPa/19mm Concrete: 14 Base slabs. 1 Surface beds on waterproofing m3 7 15 Suspended Slabs. 21 2 Slabs including beams and inverted beams 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 3 3 Aprons cast in panels to falls m3 8 Finishing top surfaces of concrete smooth with steel floata wood float 4 Aprons to falls m2 85 5 Forming 250mm wide segmental channel to falls in concrete including finishing smooth m2 199 TEST BLOCKS Test blocks: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends 6 Making and reveals not exceeding 300testing set of three 150 x 150 x 150mm high or wideconcrete strength test cubes. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:Sets

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 3 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 5 Rate

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 6 SMOOTH 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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 8 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 14 Rate

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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 9 Rate

Formwork. Descriptions CLASSIFICATION Description of formwork shall be deemed to include use and waste only (except where described as "left in 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. use Formwork to soffits of solid slabs etc.slabs, shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. described Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer 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. Carried " Intersections, holes for rods, bolts, pipes and the like, propping, maintaining and removing Formwork required to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm support 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 at non- prescribed temporary breaks ROUGH FORMWORK (DEGREE OF ACCURACY IIIII) Rough Formwork to Sides: 19 Edges, risers, Slabs To soffits (Not exceeding 3500mm high from bearing level) 16 Soffits of slabs not exceeding 350mm thick m2 159 Carried forward R Brought forward R To sides 17 Edges and ends and reveals not exceeding 300m high m 25 Downstand beams To soffits (Not exceeding 3500mm high or widefrom bearing level) 18 Soffit of beams m2 9 To sides 19 Sides of beams m2 42 Stairs. m 27 Smooth Formwork to Sides: To soffits (Not exceeding 3500mm high from bearing level) 20 Edges, risers, ends and reveals Raking stair case slabs not exceeding 30045 degrees and not exceeding 170mm high or wide. m 27 Fabric reinforcement:thick m2 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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 7 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 15 Rate

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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item No BRICKWORK AND BLOCKWORK SUNDRIES Quantity Rate Amount Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 11 Rate

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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 6 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Collection R Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork 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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 3 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 SMOOTH 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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 7 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Collection R Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork 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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 5 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 Item Quantity Rate Amount No BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Item No RAIN WATER POLYETHYLENE TANK 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). Quantity No 9 Rate

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. Carried to Collection R Amount Item No Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 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. Carried to Collection R Amount Item Quantity Rate Amount No UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 6 Strip footings. m3 3 REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. 7 Suspended Slab m3 7 15 Suspended Slabs. 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 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: