2. INTRODUCTION
Name of Work: Office Building for A.G,
Uttarakhand .
Location: AG Campus Kaulagarh , Dehradun
Construction Deptt.- C.P.W.D., Dehradun
Contractor: M/s Dewan Chand
Agreement No.- 09/EE/DCD-II/2010-11
Date of Start: 28-8-2010
Date of Completion: 31-3-2015

3.  Estimated Cost: Rs. 31,88,61,721
Civil Work: Rs. 31,06,78,232
Electrical Work: Rs. 81,83,489
 FLOORS: G+5 with Basement for parking
Floor to Floor height:3.6 m for ground floor
and 3.3 m for rest of the floor.
Foundation Type:
Pile Foundation: 289 piles of 21.2 m beneath
the ground level
Raft Foundation
Centralised AC Building.

4. PLAN DETAILS
Shape of Building: Right Isosceles Triangle
Total Area: 4943.63 m2
Building is divided into Two Symmetrical
Blocks:
Right Hand Side Block
Left Hand Side Block

5. PLAN OF BUILDING (Ground Floor)

6. R.H.S Block

7. L.H.S. Block

8. Area Calculation(Ground Floor)

10. R.C.C. DETAILS OF BUILDING
Types of Columns at the site:
Rectangular Column: 600mm*750mm
Square Column: 600mm*600mm
Circular Column: 800mm dia
Pentagonal Column
Hexagonal Column

11. RECTANGULAR COLUMN

12. CIRCULAR COLUMN

13. PENTAGONAL COLUMN

14. HEXAGONAL COLUMN

15. Slab Details:
S1: 12 mm ɸ main bars@150 mm c/c spacing
S1: 10 mm ɸ distribution bars@175 mm c/c
spacing
S2: 12 mm ɸ main bars@175 mm c/c spacing
S2: 10 mm ɸ distribution bars@175 mm c/c
spacing
S3: 12 mm ɸ main bars@150 mm c/c spacing
S3: 10 mm ɸ distribution bars@150 mm c/c
spacing
Beam Details:
Square beam: 600mm*600mm

16. BEAM

17. SLABS

18.  Clear Cover:
 Beam: 40mm or Dia of Bar used, whichever is
more
 Column : 25mm or Dia of Bar used, whichever
is more
 Slab: 15 mm or Dia of Bar used, whichever is
more.
 Sizes of Steel Bar used:
32mm,25mm,20mm,16mm,12mm,10mm and 8mm
 Type of steel bar used:
Mild Steel Thermodynamic-Mechanically
Treated(T.M.T) bars

19. Example :
Analysis of Rectangular Column
 For analysis, i have computed following
elements:
1. Spacing of Bars:125 mm and 108.3 mm along
width and depth respectively
2. No. Of Stirrups: 34
3. Total Length of stirrups:216 m
4. Weight of Bars: 281 kg
5. Percentage Steel:1.4%
6. Shuttering Area: 8.1 m2
7. Concrete Volume: 1.35 m3

25. SITE EQUIPMENTS
TOWER GRID VEHICLE

26. FRONT VIEW OF TOWER GRID VEHICLE

27. SEMI-AUTOMATIC MIXING PLANT

28. AUTOMATIC MIXING PLANT

30. SITE PICTURES
STEEL BARS USED AT SITE

31. BAR-BENDING IN SLAB

32. RETAINING WALL AT BACK OF THE
BUILDING

33. COVER BLOCK

34. HACKING ON COLUMN

35. CONCLUSION
• I have learnt the various technicalities involved in
construction of various structural members.
• I have gained practical knowledge of how
reinforcement is provided for various members
and computing the elements of the same.
• Observed the working of various site equipments.
• Through the training period, apart from technical
knowledge, how the human resources are
managed at site.