Hello Sir, I need a bit of clarification on how you are being charged per floor as I am also doing a G+3. I am constructing house for 4 floors - Ground is parking (so no walls) , first/second/third have a slab area of about 3200 sq feet. I am being charged 3200 sq feet X Rs 240 per sft X 4 times - I...

I need a bit of further clarification. I am constructing house for 4 floors - Ground is parking (so no walls) , first/second/third have a slab area of about 3200 sq feet. I am being charged 3200 sq feet X Rs 240 per sft X 4 times - Is this correct? Since I have Ground floor as parking - is this to b...

Just a small question - In labor contract above are the following excluded?
1. Painting
2. Electrical works
3. Plumbing work
4. Tiles Laying

Are you considering M20 or M25? Was this calculation before 1 month or in past 1 week ( cement prices have shot up by Rs 50 to 80 since mid-june). I see that in site mixing usually if materials is from owners side and it is labor contract, then they end up using more cement than we suggest. Any othe...

Can someone suggest if it is cheaper to mix on-site or do RMC? As per my calculations it is cheaper to go for RMC. We are using M25 for columns and slabs.
Please advice. Currently I have price of about Rs 4500 for M25 from a reputed RMC supplier. No extra charges for pump etc.

Last month, I have made two bore wells near Kundalahalli area, one for 1100 and another for 1200 feet. While the one with 1200 feet is a total failure, the one with 1100 feet seems to have some water. I did camera scanning on 3rd day after drilling and found that there is water source at 450 feet bu...

I am looking for advice from any structural engineer. As per our structural drawing of Footing and Column, out structural engineer has advised that columns should have concrete of M25 and Footing and pedestal are with M20.
Is this compatible and OK to go with?

Hello Pribaaji, Could you also kindly send me the details of suppliers.

Hello Sunil, Could you please give me reference of camera scan person and expected cost? I just finished digging a bore well till 1100 in whitefield area and disappointed as there was no water. Yesterday night we had drilled till 800 feet stopped around 8 pm . Again started drilling in morning from ...

Which area are you constructing the project? We are also planning a G+2 in 45X80 site. I am looking for a third party engineer who can give offer timely quality check. Have you found one?