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. Section No. 3 Bill No. 2 CONCRETE, FORMWORK AND REINFORCEMENT 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" REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 1 Surface beds on waterproofing m3 215 2 Slabs including beams and inverted beams m3 5 3 Aprons cast in panels to falls m3 38 Finishing top surfaces of concrete smooth with a wood float 4 Aprons to falls m2 424 5 Forming 250mm wide segmental channel to falls in concrete including finishing smooth m2 424 6 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes. 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. Section No. 3 2 Bill No. 2 CONCRETE, ,FORMWORK AND REINFORCEMENT 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" REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 1 Surface beds on waterproofing m3 215 21 2 Slabs including beams and inverted beams m3 5 3 3 Aprons cast in panels to falls m3 38 8 Finishing top surfaces of concrete smooth with a wood float 4 Aprons to falls m2 424 85 5 Forming 250mm wide segmental channel to falls in concrete including finishing smooth m2 424 199 6 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes. 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. Section No. 3 2 Bill No. 2 CONCRETE, ,FORMWORK AND REINFORCEMENT 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" REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 1 Surface beds on waterproofing m3 215 8 2 Slabs including beams and inverted beams m3 5 3 3 Aprons cast in panels to falls m3 38 3 Finishing top surfaces of concrete smooth with a wood float 4 Aprons to falls m2 424 21 5 Forming 250mm wide segmental channel to falls in concrete including finishing smooth m2 424 50 6 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes. 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. Section No. 3 Bill No. 2 CONCRETE, FORMWORK AND REINFORCEMENT 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" REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 1 Surface beds on waterproofing m3 215 43 2 Slabs including beams and inverted beams m3 5 3 Aprons cast in panels to falls m3 38 15 Finishing top surfaces of concrete smooth with a wood float 4 Aprons to falls m2 424 85 5 Forming 250mm wide segmental channel to falls in concrete including finishing smooth m2 424 42 6 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes. Sets