4.4 Measurement process for formwork using CostX software
4.4.1 Computer-based measurement of pad footing formwork
Based on the drawing provided below (Figure 4.7), carry out a digital quantity take-off for the formwork required for pad footings. Using the measured quantities, prepare a detailed BQ utilising CostX software.

Step 1: Add the drawing and calibrate the X and Y axes (Figures 4.8 and 4.9).


Step 2: Add dimension groups (Figure 4.10 and Figure 4.11)
- Measure the length from the plan and display the quantity as wall area or vertical area (m²).
- Default multiplier: 6 (representing the number of PF1 footings with identical dimensions).
- Default height: 0.45 m (as noted in the drawing).


Step 3: Measure PF1 and PF2 (Figures 4.12 to 4.14).



Step 4: Add workbooks, transfer quantities and write descriptions (Figures 4.15 to 4.18).


Next, you can do the following activities on the workbook:
- Insert preamble notes and items, and description of the formworks to pad footings.
- Insert units of measurement.
- Transfer quantities from the dimension group to the workbook.


Step 5: Generate reports (Figures 4.19 and 4.20).


4.4.2 Computer-based measurement of column, beam and slab formworks
Based on the drawings provided below (Figures 4.21 to 4.23), carry out a digital quantity take-off for the formwork required for the following structural elements: sides of columns, sides and soffits of beams, and the soffit of the roof slab. Using the measured quantities, prepare a detailed BQ in CostX software.



Step 1: Add the drawings and calibrate the X and Y axes (Figures 4.24 and 4.25).


Step 2: Add dimension groups (Figures 4.26 to 4.28).
The following dimension group is set up to calculate the required formwork area for vertical structural elements, columns. The setup considers project-specific parameters:
- Column Height Calculation: The clear height of each column is calculated by subtracting the slab thickness from the floor-to-floor height:
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- Floor-to-floor height = 3,500 mm
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- Slab thickness = 150 mm
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- Therefore, effective column height = 3,500 mm – 150 mm = 3,350 mm (or 3.35 m).
- Measurement Type: The selected measurement type is length, as the system uses the linear height of columns to help determine the total surface area of formwork required.
- Default Display Setting: The wall area setting is used as the default display. This means that the calculated output will represent the surface area of formwork needed for the sides of the columns (i.e. height × perimeter).
- Default Multiplier: A default multiplier of 6 is applied to account for the number of identical columns in this group. This automates the calculation of total formwork area across all six columns.

The following dimension group is configured to calculate the required formwork area for edge roof beams identified as RB1. The setup is based on the dimensions and positioning of the beam within the structural layout.
- Girth Calculation for Beam Formwork 1 (RB1-Edge): The girth refers to the total perimeter of the beam surfaces that require formwork, including the two vertical sides and the soffit (underside) of the beam. For RB1, the girth is calculated as follows:
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- External vertical face = 650 mm
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- Soffit (underside of beam) = 300 mm
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- Internal vertical face = 500 mm (derived as 650 mm – 150 mm slab thickness)
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- Total girth = 650 + 300 + 500 = 1,450 mm (or 1.45 m).
- Measurement Type: The measurement type is set to length, as the linear extent of the beam is used to calculate the total formwork area (girth × length of beam).
- Default Multiplier: A default multiplier of 2 is applied, representing two identical RB1 beams in this group. This ensures that the total formwork quantity is calculated for both beams simultaneously.

The following dimension group is set up to calculate the required formwork area for centrally located beams identified as RB1 (centre). These beams are positioned between slabs and require formwork on both vertical faces and the soffit.
- Girth Calculation for Beam Formwork (RB1 – Centre): The girth represents the total perimeter of the surfaces requiring formwork. Since the beam is centrally located and flanked by slabs on both sides, the formwork is applied to:
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- Left vertical face = 500 mm
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- Soffit (underside of the beam) = 300 mm
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- Right vertical face = 500 mm
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- Total girth = 500 + 300 + 500 = 1,300 mm (or 1.30 m).
- Measurement Type: The measurement type is set to length, allowing the system to multiply the girth by the beam’s linear span to calculate the total area of formwork required.

The following dimension group is configured to calculate the formwork requirements for secondary edge beams identified as RB2 (Figure 4.29). These beams are located along slab edges, requiring formwork on the external face, soffit, and a partially enclosed internal face.
- Girth Calculation for Beam Formwork (RB2): The girth represents the sum of the vertical and horizontal surfaces requiring formwork. For RB2, the formwork is applied to:
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- External vertical face = 400 mm
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- Soffit (underside of beam) = 300 mm
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- Internal vertical face = 250 mm (derived as 400 mm – 150 mm slab thickness)
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- Total girth = 400 + 300 + 250 = 950 mm (or 0.95 m).
- Measurement Type: Measurement is based on length, which allows the girth to be multiplied by the beam length for area calculation.
- Default Multiplier: A default multiplier of 4 is applied, accounting for four identical RB2 beams in this group. This ensures automatic calculation of the total formwork area required for all instances.

The following dimension group is designed to estimate the formwork requirements for internal beams identified as RB3 (Figure 4.30). These beams are fully enclosed between slabs, requiring formwork only on the two vertical sides and the soffit.
- Girth Calculation for Beam Formwork (RB3): The girth is the combined height of the surfaces requiring formwork. Since RB3 is an internal beam, the formwork is needed on:
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- Left vertical face = 250 mm
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- Soffit (underside of beam) = 300 mm
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- Right vertical face = 250 mm
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- Total girth = 250 + 300 + 250 = 800 mm (or 0.80 m).
- Measurement Type: The measurement type is set to length, allowing the calculated girth to be multiplied by the beam span to determine the total area of formwork required.
- Default Multiplier: A default multiplier of 2 is used, reflecting that there are two identical RB3 beams in this dimension group. This ensures the total formwork area is calculated for both beams collectively.

The following dimension group is configured to calculate the formwork required for the underside (soffit) of the slab (Figure 4.31), including considerations for temporary support height.
- Measurement Type: The measurement is based on area, as formwork to the soffit of the slab is applied horizontally across the slab surface.
- Default Display: The default display is set to area, enabling the quantity take-off to show the total square meters of formwork required.
- Height of Strutting (Shoring Height): Temporary supports (shores or props) are required to hold the soffit formwork at the correct elevation. This height will be mentioned in the description for slab formwork following the ANZSMM requirement.
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- Floor-to-floor height = 3,500 mm
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- Slab thickness = 150 mm
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- Effective height of strutting = 3,500 mm – 150 mm = 3,350 mm (or 3.35 m).

Step 3: Measure formworks (Figures 4.32 to 4.37).

Note: As per the standard, formwork at the intersection of primary and secondary beams shall not be deducted from the primary beam’s formwork quantity. This means the full surface area of the RB1 beams including intersecting zones with secondary beams must be included in the total formwork measurement for RB1.





Step 4: Add workbooks, transfer quantities and write descriptions (Figures 4.38 to 4.41).




Step 5: Generate reports (Figure 4.42 and Figure 4.43).

