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The purpose of this paper is to establish labour productivity norms (LPNs) on an elemental basis to investigate a measurement for the labour productivity (LP) of aluminium system formwork (ASF) in low-cost housing projects (LHPs) in Sri Lanka.

Case study approach was selected as the most appropriate for the study and semi-structured interviews, document review and direct observations were used for the data collection. Four case studies were conducted. Eight semi-structured interviews were conducted among four cases. Further, document review was used in three cases, and direct observation was used in one case. The validation of the results was not possible in a real life project due to time limitations.

The findings identified six labour productivity factors (LPFs) affecting the LP of ASF. The need for LPNs for ASF on an elemental basis is identified. Further, LPNs were developed using LPFs.

This research was limited to LHPs for underserved settlements in Colombo, Sri Lanka which use ASF. The LPNs were prepared based on time studies and were restricted to structural elements such as slabs, beams and columns.

The LPNs were developed for ASF in LHPs based on the effect of weather, crew, site, management and project factors. Further, the study addresses a gap in the literature regarding the development of LPNs of ASF for LPHs in Sri Lanka. LPNs for ASF have enhanced LP while promoting economic and social stability in the industry.

The purpose of this paper is to establish and evaluate the concrete loss and labor productivity (LP) indicators in the concreting step of aluminum formwork system (AFS) in construction in Brazil. The loss and productivity indicators are directed to a regional database (Pernambuco, Brazil).

Case study was selected as the most appropriate approach. The methodology included data collection in the construction project with 10 residential towers of 320 apartments, in the city of Jaboatão dos Guararapes, Brazil, throughout 82 concrete pouring days using 415 concrete mixer trucks, with a total of 2,582.50 m³ of concrete.

The findings identified an average concrete loss of 2.6 percent and the LP indicator varying between 0.15 and 0.97 WH/m³. It could be verified that the loss indicators were influenced mainly by the learning effect associated to the qualification of the labor. In addition, the productivity indicators were strongly influenced by delays at the beginning of the concrete pouring and by problems coming from the sequence of concrete supply.

LP indicators are still literature restricted, especially considering only the concreting step. The direct observations of this study allow the identification of factors that inhibit productivity. The comparison of indicators for the concreting service between the ASF and the conventional system attests to the speed, low cost and efficiency of the system studied in this paper.