Can any one could share me the latest item wise rates in excel
Thanks in advance mail-id kn.viju@gmail.com
Search found 24 matches
- November 14th, 2019, 12:31 pm
- Forum: Material prices
- Topic: Item-wise contract rates for civil works
- Replies: 47
- Views: 101781
- February 15th, 2015, 7:11 pm
- Forum: Civil Construction
- Topic: Soil Testing Company or Engineer
- Replies: 16
- Views: 16744
Re: Soil Testing Company or Engineer
HI, Go with structural engineers as with a lesser SBC, without adequate design in Steel you will pose the problems of SETTLING, OVERTURNING of buildings.
- February 15th, 2015, 7:09 pm
- Forum: Civil Construction
- Topic: Soil Testing Company or Engineer
- Replies: 16
- Views: 16744
Re: Soil Testing Company or Engineer
HI, Go with structural engineers as with a lesser SBC, without adequate design in Steel you will pose the problems of SETTLING, OVERTURNING of buildings.
- May 22nd, 2014, 11:56 am
- Forum: Civil Construction
- Topic: Cost to be considered for Construction of Stilt Floor
- Replies: 3
- Views: 9120
Re: Cost to be considered for Construction of Stilt Floor
The rate varies with floors.
The no. of floors seems to be 4.
Manjunath.K.N.
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EDITED BY ADMIN
The no. of floors seems to be 4.
Manjunath.K.N.
xxxxxxxxx
EDITED BY ADMIN
- May 22nd, 2014, 11:44 am
- Forum: Civil Construction
- Topic: Construction of Pooja room In triangular shape
- Replies: 8
- Views: 14263
Re: Construction of Pooja room In triangular shape
Ya, This could be done through glass also.
Manjunath.K.N.
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Edited by admin
Manjunath.K.N.
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Edited by admin
- March 18th, 2014, 4:41 pm
- Forum: Civil Construction
- Topic: Procedure for pillar construction.
- Replies: 14
- Views: 13991
Re: Procedure for pillar construction.
You have to put an isolated mat for an Isolated footing.
Regards
Manjunath.K.N.
EDITED BY ADMIN
Regards
Manjunath.K.N.
EDITED BY ADMIN
- March 13th, 2014, 1:07 pm
- Forum: Civil Construction
- Topic: Bought Robo sand from Robo silicon
- Replies: 29
- Views: 28875
Re: Bought Robo sand from Robo silicon
Hi Zahid,
The cement used by you is PPC which is an low heat cement in comparison with OPC and thus release of heat energy at a lesser rate nad chances of shrikage cracks are lesser
Manjunath.K.N.
Structural Designer
The cement used by you is PPC which is an low heat cement in comparison with OPC and thus release of heat energy at a lesser rate nad chances of shrikage cracks are lesser
Manjunath.K.N.
Structural Designer
- March 13th, 2014, 11:14 am
- Forum: Civil Construction
- Topic: Bought Robo sand from Robo silicon
- Replies: 29
- Views: 28875
Re: Bought Robo sand from Robo silicon
hi basha_skj,
Go with ratio 1:1.5:3, and from my view I think no need to add any chemical further
Manjunath.K.N.
Structural Designer
Go with ratio 1:1.5:3, and from my view I think no need to add any chemical further
Manjunath.K.N.
Structural Designer
- March 13th, 2014, 11:05 am
- Forum: Civil Construction
- Topic: SBC for foundation is necessary
- Replies: 1
- Views: 2790
Re: SBC for foundation is necessary
Hello,
SBC meant for Safe Bearing Capacity, Different soils have different SBC's.
Soils may be classified as Cohesive and Non-Cohesive soils of which non-cohesive soils have greater SBC than cohesive soils.
The thing is normally people take/assume SBC as 15-17, for it structurally analysed by ...
SBC meant for Safe Bearing Capacity, Different soils have different SBC's.
Soils may be classified as Cohesive and Non-Cohesive soils of which non-cohesive soils have greater SBC than cohesive soils.
The thing is normally people take/assume SBC as 15-17, for it structurally analysed by ...
- March 2nd, 2014, 9:47 pm
- Forum: Civil Construction
- Topic: Cement consumption
- Replies: 9
- Views: 9666
Re: Cement consumption
hi,
We can go with 6" column also, but in some buildings with higher loads i.e., with highrise building we could not satisfy with the bi-axial eccentricities in the column.
And moreover if 20dia rods are provided in the column it wil be difficult to place over there.
Regards
Manjunath.K.N ...
We can go with 6" column also, but in some buildings with higher loads i.e., with highrise building we could not satisfy with the bi-axial eccentricities in the column.
And moreover if 20dia rods are provided in the column it wil be difficult to place over there.
Regards
Manjunath.K.N ...