Contract Prices for Road Construction as a Function of Landform

A. Więckowski
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Abstract

In the context of the terrain conditionings, the volatility of unit prices of road construction in Europe and Poland was analyzed. On the basis of the price volatility index of twelve contracts concluded in 2016 by the Directorate of National Roads and Motorways (DDKiA), there was little variation in the average construction prices of 1 km of technical class S expressways on flat and undulating terrain, over a large area of Poland, above Wrocław and Lublin towards the north. However, also for the expressway, but in mountainous terrain in Małopolska, between Lubień and Chabówka, on three sections of S7, together with a length of 15.8 km, the coefficient of variation in unit prices was very large (5.7 times greater than in the flat and corrugated areas mentioned above). Among the reasons for this high price volatility, it was pointed out that it was necessary to adapt to difficult mountain conditions through the use of specialized technical solutions, costly in implementation and other on almost every of these sections. Necessary were, among others over a 2-kilometer tunnel (many times more expensive than the other sections of the route), intensive reinforcement of escarpments with ground nails (with a total length of over 350 km) and foundation of embankments on gravel columns, as well as construction of numerous flyovers, viaducts and bridges with a total length of 5,752 km. Attention was also paid to the necessity of taking into account the proportion of the tunnel’s length to the length of the remaining road section, as this is a condition of correct expenditure analysis.
公路施工合同价格与地形的关系
在地形条件的背景下,分析了欧洲和波兰道路建设单价的波动。根据2016年国家公路和高速公路管理局(DDKiA)签订的12份合同的价格波动指数,在平坦起伏的地形上,在波兰的大片地区,Wrocław以上和卢布林以北,1公里技术级S高速公路的平均建设价格几乎没有变化。然而,同样是高速公路,但在山区地形Małopolska,卢比耶斯和Chabówka之间,在S7的三个路段,15.8公里的长度,单价变化系数非常大(5.7倍以上的平坦和波纹地区)。在价格波动如此之大的原因中,有人指出,必须通过使用专门的技术解决办法来适应困难的山区条件,这些办法的执行费用很高,而且几乎所有这些部分都是如此。除其他外,需要修建一条2公里长的隧道(比路线的其他部分贵许多倍),用地钉密集加固悬崖(全长超过350公里),在砾石柱上建立堤防基础,以及建造许多天桥、高架桥和桥梁,全长5,752公里。还注意到必须考虑到隧道长度与其余路段长度的比例,因为这是正确的支出分析的一个条件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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