My 30X40 house foundation
Posted: April 8th, 2015, 11:31 pm
Hi friends,
My site 30X40 is in Kamanhalli,Begur and i started my excavation work a week back.There is some progress on the work and wanted to get an insight of work/procedure that is carried out.
I am more interested in knowing whether the contractor is following the correct procedure for foundation.I am planning to go with RMC for footing and columns later.
I am attaching a series of snaps as per sequence numbers.
1) Foundation plan from structural engineer.
2&3) Excavation of approx 6'.6'' in all pits.(could see some water in couple of pits as my site is near to lake.Previously may be a lake bed.)
4) Big stones layed for soling.
5) Robo sand put on the big stones and then watered so that the pores get filled up.
6) 40mm jeely spread over.
7) Robo sand dry mixed with 40 grade dry cement and then dumped in the pits.After wards water is poured over it and then hammered gently.This is the step which i am conserned with.The structural engineer has clearly mentioned PCC (1:4:8) as per diagrams but these guys have carried out an easy proceedure saying this is what they do every where. Can some one please throw some light on wheter this proceedure is ok or is there some thing wrong going on?
thanks,
Jeet.
My site 30X40 is in Kamanhalli,Begur and i started my excavation work a week back.There is some progress on the work and wanted to get an insight of work/procedure that is carried out.
I am more interested in knowing whether the contractor is following the correct procedure for foundation.I am planning to go with RMC for footing and columns later.
I am attaching a series of snaps as per sequence numbers.
1) Foundation plan from structural engineer.
2&3) Excavation of approx 6'.6'' in all pits.(could see some water in couple of pits as my site is near to lake.Previously may be a lake bed.)
4) Big stones layed for soling.
5) Robo sand put on the big stones and then watered so that the pores get filled up.
6) 40mm jeely spread over.
7) Robo sand dry mixed with 40 grade dry cement and then dumped in the pits.After wards water is poured over it and then hammered gently.This is the step which i am conserned with.The structural engineer has clearly mentioned PCC (1:4:8) as per diagrams but these guys have carried out an easy proceedure saying this is what they do every where. Can some one please throw some light on wheter this proceedure is ok or is there some thing wrong going on?
thanks,
Jeet.