The three months of work under Industrial Training is fully explained.

1. PRESENTATION
ON
OMAXE CITY, MULLANPUR
NEW CHANDIGARH

2.  ESTSBLISHED IN 1989
 DELIVERED 74.60 MN SQ. FT
 CURRENTLY EXECUTING 52 PROJECTS
 CSR (CORPORATE SOCIAL RESPONSIBILITY)

3.  FIRST ECO TOWN OF PUNJAB
 PUNJAB’S TALLEST COMMERCIAL HUB
 VICINITY OF UPCOMING METRO LINE
 REJUVENATING VIEW OF SHIVALIK RANGES

4.  G+2 INDEPENDENT FLOORS
 SIZES OF 1725/2200 SQUARE FEET
 WOODEN FLOORING
 ITALIAN MARBLES
 GREEN LUSH ENVIRONS

5.  TESTING OF MATERIALS
 BAR BENDING SCHEDULE
 CHECKING THE REINFORCEMENT
 CHECKING THE CLEAR COVERS
 CHECKING CURING
 TO CHECK THE REPAIR WORK

6.  DIMENSIONS & LEVELS ARE IN MM
 MIN. YIELD STGH. OF BAR IS 415 N/MM2
 FOUNDATIONS ARE DESIGNED FOR S+G+2
 GRADES OF CONCRETE:
 COLUMNS : M 35
 FOOTING : M 25
 SLAB, BEAM: M 25

7. .
COMPLETED UPTO PLINTH BEAMS

8.  LAYOUT OF CONDITIONS:
 NORMAL CONDITION
 END WALL CONDITION
 EXPANSION CONDITION
SR. NO. DESCRIPTION L (MM) B (MM)
1. NORMAL CDN. 30980 24500
2. END WALL CDN. 30980 6910
3. EXPANSION CDN. 30980 10820

10.  DONE BY JCB or EXCAVATORS
EXCAVATED SITE

11.  USING AUTO LEVEL
 ASSUMED BM TO ROAD PASSING

12.  FILLING DONE IN LAYER NOT > 20 cm

13.  LAYER OF 100 mm
 RATIO OF 1:4:8
 VIBRATED TO ACHIEVE FULL COMPACTION

14.  DONE BY MASONS
 MIXTURE OF CEMENT & SAND IN SMALL PROP.
 WHITE THREAD & STEEL TAPE USED

15.  CLEAR COVER TO REINFORCEMENT
DESCRITION SIZE(mm)
FOOTING SIDES 25 mm
BEAMS 25 mm
SLAB & STAIRS 20 mm
COLUMNS
(I) COLUMNS 200 mm WIDE
(II) COLUMNS 230 mm WIDE
(III) COLUMNS 300 mm WIDE & ABOVE
20 mm
25 mm
40 mm

16. GRADE OF CONCRETE GRADE OF STEEL
Fe 250 Fe 415 Fe 500
M 15 54 x ø 56 x ø 68 x ø
M 20 45 x ø 47 x ø 57 x ø
M 25 39 x ø 40 x ø 50 x ø
M 30 36 x ø 38 x ø 47 x ø
M 35 & Above 28 x ø 30 x ø 40 x ø

17. SR. NO. DESCRIPTION DIA. NO. OF BARS CUTTING LENGTH
1. F 1
PARALLEL TO L
PARALLEL TO B
16ø 23
23
3350 mm
2. F 2
PARALLEL TO L
PARALLEL TO B
16ø 24
24
4300 mm
3. F 3
PARALLEL TO L
PARALLEL TO B
16ø 25
22
4400 mm
4050 mm
4. F 4
PARALLEL TO L
PARALLEL TO B
16ø 26
26
4550 mm
4500 mm

18.  CEMENT
 AGGREGATES OF SIZE 20 mm & 40 mm
 SAND:
 RIVER SAND
 WATER
 BRICKS: AVG. STRGH.=13.35N/mm2
 STEEL

19.  CEMENT
 SAND
 DETERMINATION OF SILT CONTENT
SR. NO. HT. OF SILT(A) TOTAL HT. (B) % OF SILT CONTENT
(A/B)*100
1. 6 ml 168 ml 3.57%
2. 10 ml 158 ml 6.32%

20.  BRICKS
 COMPRESSIVE STRENGTH TEST

21. SR. NO. WEIGHT(Kg) LOAD(KN) COMP. STRGH. (N/MM²)
1. 3.104 290 10.96
2. 2.980 305 11.53
3. 3.070 310 11.72
4. 3.074 295 11.15
5. 3.250 305 11.53
AVG. COMP. STRGH.= 11.37 N/MM²

22.  VIBRATORS
 WATER PUMPS
 CONCRETE MIXTURE
 STEEL BAR CUTTING MACHINE
 RMC TRUCKS
 CONCRETE PUMPS
 JCB, TRACTOR etc.

23.  TEMP. STR. ERECTED TO SUPPORT
 SHOULD BE EASY AVAILABLE
 SUFFICIENTLY RIGID
 STRONG ENOUGH TO RESIST
 JOINTS WILL BE STIFF & STRONG
 SURFACE SHOULD BE SMOOTH
 PLANKS SHOULD BE OILED BEFORE CASTING

24.  FOUNDATION

25. LAYOUT OF COLUMNS

26.  PLINTH BEAMS

27.  TO KEEP CONCRETE SATURATED
 PREVENT LOSS OF WATER BY EVAPO.
 TO REDUCE SHRINKAGE OF CONCRETE
 TO PRESERVE PROPERTIES OF
CONCRETE

28.  PONDING:
 DUE TO HEAVY RAIN

29.  INCOMPLETE OILING OF WOODEN
PLANKS

30.  POOR CONCRETING

31.  WASTAGE OF CONCRETE

32.  POOR CURING

33.  GOOD PRACTICAL EXPOSURE
 EQUIPED TO FACE THE FIELD PROBLEMS
 CAPABLE TO FACE THE CHALLENGES
 EXPLICIT KNOWLEDGE

34. By:
BHALINDER SINGH
CIVIL ENGINEERING (2012-2016)