| Author |
Message |
 Topic: Roof treatment by Brick Coba |
sspawar
Replies: 6
Views: 1837
|
 Forum: SEFI General Discussion Posted: Fri Jul 17, 2020 5:57 pm Subject: Roof treatment by Brick Coba |
| Yaa it was proposed from contractors side but some past experienced seniors have rejected the proposal saying in long term after getting heat the membrane (sheets) get split out from roof surface and ... |
| Topic: Roof treatment by Brick Coba |
sspawar
Replies: 6
Views: 1837
|
Forum: SEFI General Discussion Posted: Wed Jul 15, 2020 3:50 am Subject: Roof treatment by Brick Coba |
Dear Sirs,
We have a 60 m by 10 M BUILDING RCC roof.
Once a layer of 75 mm screed with some market available waterproof product and methodology has been done but it did work and now Brick coba of 10 ... |
| Topic: Escalation bills of a EPC contract and its verification |
sspawar
Replies: 4
Views: 1501
|
Forum: SEFI General Discussion Posted: Wed Jul 15, 2020 3:30 am Subject: Escalation bills of a EPC contract and its verification |
Dear Sir ,
Glad to see your comments.
Dear Sir Suraj ji -- you are here continue with the same pace performance and enthusiasm.
also thanks Mr Raghuveer
Regarding my topic My concern is only ho ... |
| Topic: Escalation bills of a EPC contract and its verification |
sspawar
Replies: 4
Views: 1501
|
Forum: SEFI General Discussion Posted: Wed Jul 08, 2020 3:27 am Subject: Escalation bills of a EPC contract and its verification |
Hi to all competants,
How can I cross check the quantities claimed by contractor of - unskilled labor, fuel cement, and steel.
for example in case of labor we have not regular record of DLR (daily l ... |
| Topic: Is 300mm spacing too much for a footing |
sspawar
Replies: 17
Views: 12635
|
Forum: SEFI General Discussion Posted: Sat Sep 27, 2014 1:20 am Subject: Is 300mm spacing too much for a footing |
Dear Sefians,
Regarding this old topic , I am facing one of the situation in a project running in India.
Giving references of IS 456- that for spacing of bar in footing, can be as per the slab no ... |
| Topic: load bearing isolation joint for horizontal surfaces |
sspawar
Replies: 4
Views: 2910
|
Forum: SEFI General Discussion Posted: Thu Apr 17, 2014 12:48 pm Subject: load bearing isolation joint for horizontal surfaces |
THANKS
RAO SAHEB
I got your point.
since fire wall is resting on column fdn at 2.5 met datum from ground. hence there is no harm of direct fire. Wall can never get such high temperature so tha ... |
| Topic: load bearing isolation joint for horizontal surfaces |
sspawar
Replies: 4
Views: 2910
|
Forum: SEFI General Discussion Posted: Tue Apr 15, 2014 1:56 am Subject: load bearing isolation joint for horizontal surfaces |
Dear Friends
A fire wall of 10 m ht is partly -1.5 met in length out of 13 m, resting over adjacent column foundation.
It is a case of one structure over other with a isolation joint.
Overlapping ... |
| Topic: Honeycombing and repair |
sspawar
Replies: 3
Views: 2225
|
Forum: SEFI General Discussion Posted: Sun Mar 02, 2014 10:32 am Subject: Honeycombing and repair |
thank you Rao saheb
I agree with you
My point was only that for given particular case, of such small patches for injection grouting, Nozzles should be fixed in pots (hollow areas), hence before fi ... |
| Topic: Provision of lap |
sspawar
Replies: 9
Views: 4874
|
Forum: SEFI General Discussion Posted: Sun Mar 02, 2014 10:04 am Subject: Provision of lap |
thank you Rao saheb.
Actually at one place few full length rebars lengthwise have been oversized and could not be accommodated in a particular end to end span. while at the ends bars have L shape b ... |
| Topic: Provision of lap |
sspawar
Replies: 9
Views: 4874
|
Forum: SEFI General Discussion Posted: Sat Mar 01, 2014 11:53 am Subject: Provision of lap |
Dear All
Can rebars be placed as shown in picture ?
Regards |
| |
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