Water, Sewage & Effluent November December 2018 | Page 23

Figure 2: Cost of pipe bursting (trenchless) vs open-cut excavation for water mains, 100mm diameter 6 . Table 2: Comparative cost of pipe bursting and open-cut excavation for sewers 7 PIPE DIAMETER CLASS MATERIAL P.O.S RESERVE ROAD Nom OD ID * * * mm mm mm R/m R/m R/m Open-cut 160 160 151 34 uPVC 482 609 846 Pipe Bursting 160 160 150 4 HDPE Cost Saving 368 400 458 24% 34% 46% METHOD 2.3 Rand value Within the Gauteng region, for every R1-million spent on pipe replacement using 160mm-diameter class 16 HDPE water pipe (inclusive of fittings and reinstatement), approximately 1 000m can be replaced using open- cut methods in comparison to pipe- bursting, where approximately 1 300m can be replaced. Both methods employ approximately 60 people on an ongoing basis for the duration of the project. Thus, the number of employment opportunities created by trenchless and open-cut methods are similar, but the increased efficiency yields approximately 30% more pipe in the ground due to time and cost savings. Figure 2 shows the ratio of pipe bursting as the base cost when compared to open-cut excavation with shoring and excluding shoring. In some instances, the cost of conventional open-cut excavation with shoring is almost 2.7 times more expensive than the pipe bursting alternative. A similar comparison was done for sewer pipeline installations as given in Table 2, which excludes preliminary and general costs. By summarising and scoring the various decision-making objectives for both a pipe bursting and open-cut option, Table 3 was compiled. The basic analysis given in these tables clearly reveals that pipe bursting is a better option than the conventional open-cut excavation approach whether for water or sewer mains. In fact, the replacement of • direct and indirect jobs as well as commercial opportunities for new entrants into the construction sector (SMMEs). • Thus, any type of trenchless application is already more efficient than the conventional open-cut excavation approach. In present day South Africa, the need for service delivery is now more urgent than ever before. Entire areas require complete pipeline replacement. For a conventional open-cut excavation project, the logistics required, in conjunction with the interruption created during the installation process, makes the roll-out of large-scale projects impractical. With trenchless methods, interruption to local road users, inhabitants, businesses and the environment are significantly reduced. Large-scale projects are ideal for trenchless applications. The trenchless industry is a relatively small component of the civil engineering sector. The implementation of trenchless construction methods creates a significant opportunity for this sector to grow and result in • When undertaking any conventional excavation work, contractors will utilise the most efficient means possible i.e. mechanical excavation and not manual labour. Labour-intensive excavation is only feasible for very shallow trenches in unpaved areas as is the case for optic fibre ducting installations along the road verges in urbanised areas. For any excavations deeper than 1m (which includes most infrastructure pipelines), several safety measures such as lateral support or trench shoring is mandatory in accordance to the country’s health and safety regulations to safeguard the workers against trench collapses. The use of shoring increases the overall cost of the installation and reduces productivity due to the constant installation and removal of the shoring. Accordingly, the objective is to reduce the length of open excavation thereby reducing the amount of shoring required. innovations • *60m manhole to manhole length at 1.5m depth, including excavation, and reinstatements Excludes P&Gs, lateral connections, MH benching repairs. Rates being exclusive of VAT Source: Avenant, Martin & East Source: S Efrat, Trenchless Technologies CC 6 7 www.waterafrica.co.za Water Sewage & Effluent November/December 2018 21 P.O.S: Public open space, parks, open areas or undeveloped land. Reserve: Road reserve, unpaved sidewalks and paved driveways. Road: Road surface, tarred