Rate analysis for construction of a solid block masonary of size 400x200x200 in C.M.1:5 in superstructure .Compressive strength 5.00 N/Sq.mm Confirming to IS: 12894:1990, with necessary scaffolding, raking of joints and pointing the same. I require rate per Cum.

0 Answers   Alagar Builders,

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) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.

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the ratio of liquid limit to plastisity index for the soil mass is called liquidity index shrinkage ratio consistancy index none

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How much is the cover for slab?

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How to calculate the quantity for masonry(block and plaster)?

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What is the diffrence between plinth/basement and plot area

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What is the Specific gravity of Fine and Coarse aggregate ?

1 Answers   Sohar Aluminium,

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what is the used civil engg?

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why there is no concrete mix of ratio 1:.5:1

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why seismic analysis not done during design of slabs

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What quantity of 1.0 m3 bricks required?

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Kindly post me previous year interview questions with answer for post of Manager (civil engg.) for NTPC, IOC , GAIL etc. I have interview on july 2013.I will be very grateful to you. Please guide me.

0 Answers   NTPC,

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