Carsten82
2013-12-15 09:36:11
- #1
Hello dear forum,
I have a question and hope someone can shed some light on it.
Yesterday we unexpectedly received mail from our general contractor in the form of an additional offer for the extra reinforcement in the base slab. We are building with a basement, with a waterproof concrete tank due to groundwater. The construction service description only mentions an assumed ground pressure of 250 kN/m2 and that, in case of unfavorable soil conditions, increased loads or groundwater, the reinforcement proportion may increase and the costs for this will be determined additionally. Total thickness 25 cm, C25/30 reinforced concrete, two-layer up to Q335A reinforcing mesh.
The costs for the waterproof concrete tank have already been billed with a hefty surcharge, so I assumed that the additional effort due to the groundwater is already covered.
I find it hard to imagine increased loads with our construction method, 10 by 10 m, two full floors in solid construction.
From the soil report, I can’t quite tell if we have unfavorable (apart from groundwater) soil conditions. The foundation is supposed to be on an elastically supported base slab in the existing medium dense to firm SU and SE soil. The bedding modulus is specified with ks = 11.5 MN/m3 and the allowable bearing stress should be limited to 150 kN/m2.
I have already consulted Google extensively but found nothing helpful, so here are my questions:
1. Can I somehow deduce from the information in the soil report whether the required ground pressure of 250 kN/m2 is met? I can’t quite put the data in relation.
2. Then, the kilogram of additional steel is billed at a flat rate of €2.30, based on the gross quantity and regardless of whether it is mats or round steel of the supplementary reinforcement. Since it concerns almost 2 tons of additional steel overall (in the result almost three times the original amount), the price is accordingly. Is this method of billing common and is the price reasonable?
Thank you in advance for your help.
Best regards Carsten
I have a question and hope someone can shed some light on it.
Yesterday we unexpectedly received mail from our general contractor in the form of an additional offer for the extra reinforcement in the base slab. We are building with a basement, with a waterproof concrete tank due to groundwater. The construction service description only mentions an assumed ground pressure of 250 kN/m2 and that, in case of unfavorable soil conditions, increased loads or groundwater, the reinforcement proportion may increase and the costs for this will be determined additionally. Total thickness 25 cm, C25/30 reinforced concrete, two-layer up to Q335A reinforcing mesh.
The costs for the waterproof concrete tank have already been billed with a hefty surcharge, so I assumed that the additional effort due to the groundwater is already covered.
I find it hard to imagine increased loads with our construction method, 10 by 10 m, two full floors in solid construction.
From the soil report, I can’t quite tell if we have unfavorable (apart from groundwater) soil conditions. The foundation is supposed to be on an elastically supported base slab in the existing medium dense to firm SU and SE soil. The bedding modulus is specified with ks = 11.5 MN/m3 and the allowable bearing stress should be limited to 150 kN/m2.
I have already consulted Google extensively but found nothing helpful, so here are my questions:
1. Can I somehow deduce from the information in the soil report whether the required ground pressure of 250 kN/m2 is met? I can’t quite put the data in relation.
2. Then, the kilogram of additional steel is billed at a flat rate of €2.30, based on the gross quantity and regardless of whether it is mats or round steel of the supplementary reinforcement. Since it concerns almost 2 tons of additional steel overall (in the result almost three times the original amount), the price is accordingly. Is this method of billing common and is the price reasonable?
Thank you in advance for your help.
Best regards Carsten