Answer / kdg

as a site engineer, you need not check soil bearing capacity
and etc. because the designer has already considered the
bearing capacity during designing. you have to check the
following-
1. the drawings used for survey, shuttering, reinforcement
are of latest revision or not.
2. check the survey report
3. check alignment (co-ordinates) of foundation as per drawing
4. check reinforcement details as per drawing/approved BBS
5. check the dimension of foundation
6. check for PCC top level and RCC top level (as marked in
inner face of shuttering)
7. check for concrete cover at bottom and sides
8. check for alignment of pedestal reinforcement dowels
9. check for tying of rabars specially at every crossings
10. check for de watering, if necessary
11. check for arrangement of manpower, vibrators, access for
pouring etc.
12. if everything is ok, sign the concrete pour card and
proceed for pouring.
11.

Answer / nayan

Check RL
Reinf. spacing and cover
Centering & shuttering supports
cleanliness
Plumb check for verticality
Quality of concrete

Answer / ankit

soil bearing capacity,type of soil,hard soil availability,near by natural and man made structure affecting soil.other factors may be there ,depending on the site condition.

std heights of c.p fitting from ffl like health faucet,wall mixer,shower arm,european commod,wall hanging commod etc.

1 Answers   Maples,

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what is curing?

3 Answers   BSL,

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Give open excavation details of Building.

2 Answers  

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How much Tolerance factors like 1. brick work 2.plaster 3.painting 4.floor tiling 5.wall tiling 6.shuttering 7.concreting 8.steel

0 Answers   Wonderla Holidays,

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castigliano's theorems are based on

6 Answers   Essar,

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what will happen if we pass electric current through rebars of RCC Slab(is there any strength reduction of concrete during this)??????????

2 Answers   Precast, SPC Systems,

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what is slope provided to floor?

3 Answers   Tulip,

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Why we use Reinforcement out side of the column not in centre

4 Answers  

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HOW what is the procedure for using m 50 concrete in columns & M 30 concrete in beams & slabs .

0 Answers   DRDO,

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afe or not

0 Answers  

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how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?

0 Answers  

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In barbending schedule why is o.42*D is taken. Means why o.42 only???

1 Answers  

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