ᐅ Withholding Payments for Defects in the Shell Construction Phase

Created on: 9 Feb 2021 16:57
K
Kishihmen
Hello everyone,

The ceiling above the ground floor has just been concreted on our site. According to the payment schedule, a partial payment of approximately €30,000 is due.

However, our expert has identified several defects. These were formally reported to the general contractor (GC) with deadlines. The first deadline (2 weeks) passed without the defects being resolved; the second deadline is still running until Thursday (also 2 weeks).

So far, we have withheld about €17,000 of the €30,000. Our GC considers this amount far too high and insists on payment.

Since we are currently concerned about the potential insolvency of the GC (the structural builder, brick supplier, steel supplier, and light well supplier have not been paid), we want to keep the deduction as high as possible. However, since we are not construction professionals and want to avoid the risk that withholding too much for defects could backfire, I hope that some experts here can provide us with a rough cost estimate.

P.S. Our lawyer has been contacted, but the appointment is only scheduled for 17.02, and I fear we cannot hold off the GC until then.

Defect 1:
At the transition between the basement and the ground floor, no damp-proof course was installed at the base of the first course of blocks.
The basement is already fully lined with Styrodur insulation, and the excavation pit has been backfilled.

Cross-section through a building wall with heated ground floor, foundation, insulation, and base plaster.


Defect 2:
In some areas of the structural shell, the minimum offset of the bricks was not observed; in places, up to 7 courses of bricks were laid directly on top of each other.

Construction site brick wall made of red bricks, visible mortar joints, upper foil covering the wall.


Defect 3:
This is a row house. Mineral wool boards were installed between the buildings for sound insulation. At one externally visible spot, there is a gap of about 80cm (31.5 inches) depth and approximately 20cm (8 inches) height between the boards. After reporting the defect, the structural builder just “stuffed” mineral wool boards into the hole. According to our lawyer, this does not reliably ensure soundproofing.

Defect 4:
The area where the patio doors will later be installed was cast in concrete. Here, the reinforcing steel protrudes from the wall. According to the expert: This means that a proper bond between the reinforcing steel and concrete is not sufficiently ensured. It is assumed that adequate long-term corrosion protection of the reinforcement steel is not established. Furthermore, with insufficient concrete cover over the reinforcing steel, adequate fire protection is not guaranteed.

Defect 5:
In the floor slab area, the mineral wool board was not properly secured. As a result, it is quite wavy. This is particularly problematic in the stairwell area, where in some places only 10cm (4 inches) of concrete remain above the mineral wool board. The partition wall bricks have a thickness of 17.5cm (7 inches), though.

Construction site: concrete beam with joint, sealing compound, wooden framework, and measurement marks.


Defect 6:
The mineral wool boards were not installed tightly enough in some areas, allowing concrete to seep between the boards and create a sound bridge.

Construction site foundation made of concrete with wooden forms, steel reinforcement, and wet cement mortar.


These are the (known) defects so far. I would greatly appreciate it if anyone could roughly estimate the costs associated with these defects.

Thank you very much in advance.

Construction site foundation: concrete block, reinforcement, and wooden forms


Fresh concrete foundation with steel reinforcement and wooden forms in an excavation pit.
I
icandoit
10 Feb 2021 11:49
Kishihmen schrieb:

He says these are definitely defects. He also says he won’t pay the general contractor (GC) any more and has advised us to consult a lawyer. However, he also mentions that he is not familiar enough with market prices in the “end consumer market” to give us precise figures.

As I said, I agree with that.

That is currently my problem. I don’t know the subject well enough to break down the invoice properly.

Why not ask another contractor what this would cost? You will need a new one anyway.
Otherwise, I can help you.


Why not? That is more than the “effective” working time they needed to build the floor. What would be a reasonable deadline for the correction?

Demolition takes time. The deadline was reasonable. He has already let almost four weeks pass.


Fingers crossed for you.
I
icandoit
10 Feb 2021 11:54
I would like to see detailed construction drawings of the partition wall here. Why are there no steel reinforcements inside? Is it fiber-reinforced concrete?
K
Kishihmen
10 Feb 2021 13:05
icandoit schrieb:

Fingers crossed for you.

Yes, that’s an idea. I will inquire locally. Thanks for the offer. I might get back to you on that.
icandoit schrieb:

I would like to see the detailed construction drawings of the partition wall here. Why are there no reinforcements inside? Steel fiber concrete?


Architectural floor plan of a building with walls, stairs, dimensions, and legend.


Floor plan of a construction project showing ceiling over the ground floor, window and door lintels, dimensions, and legend.


I hope this is what you wanted to see 🙂
I
icandoit
10 Feb 2021 13:18
I don’t understand why concrete is poured instead of using calcium silicate blocks?
K
Kishihmen
10 Feb 2021 13:25
Under the concrete is calcium silicate brick. The concrete was poured over the bricks. I have no idea if this is correct; as a layperson, the plans don’t really make this clear to me.
I
icandoit
10 Feb 2021 13:41
OK, then the ceiling was poured. Probably the area where the staircase will be.

Without fixing the defects, progress cannot be made here.