The document provides details about a married accommodation project in Phase II of Jalandhar Cantt, India. It includes information such as the number and locations of dwelling units, site plans, construction steps, project resources and materials. Specifically, it summarizes the construction of 528 dwelling units in Pocket G, including details of the raft foundation, columns, beams, slabs, stairs and other structures. Tests on materials like slump tests and aggregate grading are also described.

1. Married Accommodation Project
Phase II Jalandhar Cantt
SIX MONTH INDUSTRIAL & SOFTWARE TRAINING
SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENT FOR
Six Month Industrial Training
At
NKG Infrastructure Ltd, Jalandhar Cantt
(From 1st June 2014 to 30st Nov. 2014)
SUBMITTED BY
Suraj Kakkar. Ram Kakkar
D4CE2
110152,110147
1283939,1283931
Civil Engineering Department
GURU NANAK DEV ENGINEERING COLLEGE
LUDHIANA, INDIA

2. DG MAP
Directorate General of Married Accommodation Project
SERVICES PHASE-I PHASE-2 PHASE-3&4 TOTAL
Army 47,383 58,931 69,777 1,76,091
Navy 2,687 3,994 -- 6,681
Air Force 7,805 7,067 1,237 16,109
Total 57,875 69,992 71,014 1,98,881
Phase II
 16 State And Ut
 51 Stations
 In Punjab:- 12 Stations
Jalandhar. Aadampur, Faridkot,
Bathinda, Ferozepur And Abohar Etc.

3. Introduction to Company
Establishment in 1989 year
Management:
•Chairman : Mr. Naresh Kumar Garg
• Managing Director :Mr. Pradeep Kumar Garg
•Joint Managing Director : Mr. Devendra Kumar Garg
•Executive Director: Mr. Rakesh Kumar

4.  Location of head office
Head Office:
C-32, RDC – Raj Nagar, Ghaziabad – 201 001 (U.P.)
Tel: +91-120-4537456, Fax: +91-120-4537458
Pls write: nkg@nkginfra.com
 Expertise:
 Building
 Roads
 Bridges
 Water & Electrification
 Power Projects

5. Recognitions and awards
CIDC Vishwakarma
Investment PlanIS 900 Certification
Trademark
Certification
Udyog Rattan

6. Introduction to the Project
Package 6
STATION DWELLING UNITS AMOUNT (CRORES)
Faridkot 651 66.73
Adampur 200 168.57
Jalandhar & Suranussi 1970 138.22
Dwelling units has been located at different locations:
NAME OF POCKET DWELLING UNITS
POCKET-G 528
POCKET-H 240
POCKET-N 336
POCKET-K 326
POCKET-M 360
POCKET-J-2 180

8. Pocket - G
Pocket - GPOCKET - G

9. Introduction to site
• Address of the Project Site : Hudson Line, Jalandhar Cantt.
• Overall Responsibility : DG MAP, E in C's Branch
• Project Management Consultancy: SNC Lavalin Infrastructure Ltd.
• Structural Consultant : M/S Span Consultant Pvt. Ltd. Noida
• Total Value of Project : 340 Crores
• Area of Pocket 17.19 Acres
• No of Block : 22
• No of Dwelling Unit: 528 other rank
• Structure : Stilt +6
• Area of Block 5000sq ft.
• Date of Commencement : Jan. 2011

10. Location of Site

11. Site Layout Plan

12. Training Site Plan
Wing - A

13. Plan of Accommodation Block

14. Construction
Of
Block

15. Site Clearance & Positioning
of Central coordinate
and layout
Excavation

16. Laying of P.C.C.
(Plain Cement Concrete)
Specification:-
Grade of Concrete : 1:4:8
Projection : 100mm
Thickness : 100mm
P.C.C. 1:4:8100mm

17. Raft Foundation
Specification:-
•Area of Raft-: 506.17 m2
•Thickness of Raft-: 550mm
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Bottom Reinforcement-: 20mm ɸ @ 110mm c/c (both ways)
•Top Reinforcement-: 20mm ɸ @ 110mmc/c (both ways)
•Clear Cover-: 50mm
•Lap Length-: 40 ɸ
•Steel Quantity-: 490.94 quintal (with Chair 12mm ɸ 351 no.)
•Concrete Quantity-: 278 m3

18. Construction of
Pedestal
Name Sizes No.
C1 & C1A 375 X 825 4
C2 375 X 790 4
C2A 375 X 860 8
C3,C3A,C4,C4A & C5 375 X 675 35
Specification:-
•Height of Pedestal -: 1.6m
•Lap Length-: 40 ɸ
•Steel Quantity-: 9842.08378 quintal
•Concrete Quantity-: 20m3
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Clear Cover-: 40mm
Pedestal

19. Construction of Plinth Beam
Specification:-
•Lap Length-: 40 ɸ
•Steel Quantity-: 4983.65quintal
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Clear Cover-: 40mm
Sr No. Name Sizes
1 PB1 230 X 500
2 PB2, PB3, PB5, PB6, PB10, PB11,
PB13, PB14, PB16, PB18, PB22
300 X 500
3 PB7, PB8, PB9, PB12, PB15, PB17,
PB17A, PB19, PB20, PB23, PB21, PB24
230 X 450

20. Construction Of
Column
• Height of Pedestal -: 3.2m
• Lap Length-: 40 ɸ
• Steel Quantity-: 6040.496quintal
• Concrete Quantity-: 31.81m3
• Grade of Concrete-: M25 (1:1:2)
• Grade of Steel-: Fe500D
• Clear Cover-: 40mm
Specification:-
Name Sizes No.
C1 & C1A 300 X 750 4
C2 300 X 715 4
C2A 300 X 785 8
C3,C3A,C4,C4A & C5 300 X 600 35

21. Laying of Beam and Slab
Specification:-
Sr No. Name Sizes
1 FB1 230 X 500
2 FB2, FB3, FB5, FB6, FB10, FB11, FB13,
FB14, FB16, FB18, FB22
300 X 500
3 FB7, FB8, FB9, FB12, FB15, FB17,
FB17A, FB19, FB20, FB23, FB21, FB24
230. 450
•Lap Length-: 40 ɸ
•Steel Quantity-: 5743 quintal
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Clear Cover-: 40mm
•Thickness of Slab-: 150mm
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Clear Cover-: 50mm
•Lap Length-: 40 ɸ
•Steel Quantity-: 3252.91 quintal (with
Chair 12mm ɸ 351 no.)
•Concrete Quantity-: 83 m3

22. Construction of
Stair & Lift
•Dia. Of Stair Slab Bar-: 12mm@120c/c
•Dia. of Lift Bar-: 10mm@150c/c both side
•Dia. of Stirrups’ bar-: 8mm@150C/C(COL.)
•Grade of Concrete-: M25 (1:1:2)
•Grade of Steel-: Fe500D
•Clear Cover-: 50mm
•Lap Length-: 40 ɸ
•Steel Quantity of lift -: 489 Kg
•Steel Quantity of Stair -: 275 Kg including Landing
Specification:-

23. Brickwork
It uses as:
•Infill Wall
•Parapet Wall
•Boundary Wall
Bond Used : English Bond
Stretcher Bond
Mortar used : 1: 3

24. Steps
of
Construction

25. Column
Layout of Columns :-
Check the location of columns from the
datum location. If any deficiency take
place within permissible limits, made
adjustments accordingly, otherwise
reconstruction of column is done.
Filling of Starters :-
Starters makes the actual positions for
const. of column. made of mortar or
lean concrete. Thickness varies from 4-
6mm. Make the base to shuttering.

26. Shuttering of columns :-
Shuttering is either made of wooden or
steel.(Preferably steel). Verticality of
shuttering could be checked by using
plumb bob and thread. Cover block
must be provided for better finishing of
column .
Reinforcement of Columns :-
Reinforcement is done as per given in
drawings. Check should be made to the
splice length. As the lateral ties spacing
varies along the length of column hence
spacing should be properly maintained.

27. Concreting and curing :-
Casting of column is done by boom
placer. Vibrator should be used for
compaction and finishing purpose.
Shuttering of column is removed after
3 days. Curing of column ids made by
hanging the gunny bags or sprinkling
the water at regular interval.
Checking the level of column :-
After the construction of column of
column the level and height is checked
by means of measuring tape and total
station. It gives actual level of column
and floors construction.

28. Construction of Beam and slab
Formwork of beam and slab :-
Formwork of main beam is first laid on the
column, then secondary beam shuttering is
placed. After it, slab formwork is laid.
Shuttering is supported by tubular
scaffolding which can be adjusted later on.

29. Reinforcement of slab:-
Firstly reinforcement of beam is done as per
given in drawings. Care should be taken for
curtailed bar and maintain the spacing of
sttruips. Then steel of slab is laid down to
the required spacing. Top bar and sunken
portion should be properly checked.
Leveling of beam and slab:-
After the reinforcement the level of beam
and slab are checked. a) marking with the
paint on the columns bar at equal level by
mean of water pipe b) Join the all point by
means of thread then with the help of tape
check the level of beam and slab. If required
adjustment by mean of jack in scaffoldings.

30. Electrical fitting and fixtures :-
After the checking of slab and beam level or
sizes, the electrical engineer fit all electrical
fitting such as point , pipe, outlet point etc.
as per prescribed in electric drawing.
Oiling and place cover block :-
Oiling of shuttering is necessary for easy
removal of formwork and finishing of
surface and if there is any spacing or gap at
shuttering joint then should be filled with
the form or thermocol. Then cover block are
place at regular interval .

31. Concreting, Curing and De-shuttering
Casting of slab and beam is made by means of boom placer. Vibrator should be used at
regular frequency for better compaction. The thickness and finishing of slab should be
properly maintained. The curing of slab and beam is done sing the ponding method and
sprinkling of water. The shuttering is removed after 7 days of casting.

33. Resources of Project

34. Establishment
Permanent establishment
Assistant General Manager
Accountant
Project Manager
Site incharge
Engineers
Lab incharge and store incharge
Temporary Establishment
Supervisor
Masons
Bar benders
Electricians
Labourers

35. Sr. No Name Qualification Designation
1 Money Garg M-Tech Director General
Manager
2 Sukhdev Singh B-Tech Project manager
3 Shubham B-Tech Billing Engineer
4 Sushil Kumar Graduation License Incharge
5 Rakesh Kumar B-Tech Electric Engineer
6 Dinesh Kumar M.A. Store Incharge
7 Logar Singh Diploma Lab Incharge
8 Atul Kumar Diploma Site Engineer
9 Manoj Kumar Diploma Supervisor
10 Anil kumar Diploma Supervisor
11 Sandeep Diploma Supervisor
12 Mahendrpal Diploma Supervisor
Information
about
Employees

36. Information about Labour
Labour Status
Month Jul Aug Sep Oct Nov
Strength 290 303 310 388 390

37. Materials
•Cement
•Coarse Sand
•Fine Sand
•10mm aggregate
•20mm aggregate
•Steel
•Brick
•Admixture
•Chips
•Battens
•Scaffolding and Shuttering
•White Cement
•Plastic pipes
•G.I. pipes
•Electric Wires
•Fiber Sheets
• Bitumen
• Water proofing
•Termite proofing
• Fire resistance
•Paint and Varnish
•Wooden Doors

38. Cement :-
OPC
•Ordinary Portland cement
•used in the construction of foundation, column, beam and slab
•company name is SHREE ULTERA CEMENT
PPC
•Pozzolona Portland cement
•used for the finishing work like plastering
pointing and brick work
•company name is SHREE ULTERA CEMENT
rate of one bag is 260 rupees & Warehouse capc. 5200 bags.

39. Sands & Aggregates :-
Sands
•Classified as coarse sands & fine sands
•Having sizes varies from ----to ------mm.
•Obtained from Pathankot river
•Rate of one cubic meter is 750/- to 920/-
•Having effect of bulking if batching by volume.
Aggregate
•Classified as two sizes 10mm and 20mm.
•Obtained from Pathankot crusher
•Rate of one cubic meter is 780/- to 850/-

40. Steel
•Grade used as 500 d
•Dia varies from 8mm to 25mm
•Manufacturer is TATA and Sail.
•Rate of one tonne is 4800/- to 5000/-
•Upto 12mm steel in form of coils.
•Difference between 500 & 500d is
percent of elongation and ductility.

41. Admixture
•Plasticizers
•Retarder and maintain strength
•Company is STP Limited company
•One drum = 250 kg
•Rate of one kg is 30/-
Bricks
•Having size of220X110X75mm
•Strength is 75kg/cm2
•Prices are 4000rupess per 100 no/-
•Local manufacturer.

42. Information
about
Materials
Sr. No. Material Company Rate
1.0 Cement
Shri Ultra Tech
Limited
260/-bag
2.0 Coarse Sand Phtankoat 920/-cubic meter
3.0 Fine Sand Phtankoat 780/-cubic meter
4.0 10mm aggregate Phtankoat crusher 850/-cubic meter
5.0 20mm aggregate Phtankoat crusher 780/-cubic meter
6.0 Steel TATA,SAIL,BHEl 48000/-tonne
7.0 Brick Local company 3400/-1000brick
8.0 Admixture STP Limited 30/- Kg
9.0 Chips Local Company 900/-Tonne
10.0 Battens N.K.G.company
3"x2"x10" 150/-
piece
11.0
Scaffolding and
Shuttering
N.K.G. Company 5800/-tonne
12.0 White Cement Shree Ultra 20/-Kg

43. Tests & Experiments
• Slump Test
• Bulking of Sand
• Compressive Test
• Silt Content
• Weight of Steel
• Compressive Test of Brick
• Efflorescence Test
• Water absorption test
• Grading of Aggregate

44. Slump Test
Observation and calculations-:
Proportion of sample = M25
Water Cement Ratio = 0.446
Slump Value = 105mm
Sr. No. Slump value Degree of Workability Uses at site
1 Less than 25 Very Low Precast work
2 25-75 Low Road pavement
3 75-100 Medium R.C.C footing
4 Greater than 100 High Column, beam
Result- Our sample is coming in category 4. When concrete is transported
through pump then its value should be taken more as to standard.

45. Bulking of Sand
Observation and calculation-:
Height of loose sand = 150mm
Height of saturated sand = 144 mm
Percentage of Bulking = 4.16%
Result-: Value of bulking of sand
is 4.16%. This value should not
be greater than 5% as per
standard.

46. Compressive Test
Observation and Calculation-:
Proportion of concrete = M25
Cross-section Area = 15x15=225 cm3
Breaking Load = 770 KN
Compressive strength after 28 days = 34.2 KN/mm2
Result-: Compressive Strength of concrete
sample after 28 days is 34.2N/mm2
. Whereas
strength requirement is 25 N/mm2
, hence tested
sample is safe.

47. Silt Content
Observation and Calculation-:
Height of sample = 150ml
Height of silt after 3 hours = 6ml
Percentage of Silt = 4%
Result-: Its value does
not increase more than
6% by volume.

48. Weight of Steel
Observation and Calculation-:
Sr. No Dia. of Bar Standard Wt.(D^2/162.2) Actual Weight
1 8mm 390gm 390gm
2 10mm 620gm 620gm
3 12mm 890gm 890gm
4 16mm 1580gm 1550gm
5 20mm 2460gm 2425gm
6 25mm 3850gm 3845gm
Result-: From the result we can check most of value is matching with each
other.

49. Compressive Test of Brick
Observation and Calculation-:
Area of Brick-: 25300 mm2
Load at failure-: 19860 kg
Compressive strength-: 78.5 kg/cm2
Result-: Compressive strength of
brick is 75 kg/cm2, so that is
coming under Class B.

50. Efflorescence Test
This test is performed to know the presence of any alkaline matter in the brick.
Nil- When there is no perceptible deposit of efflorescence.
Slight- when not more than 10% of the area of the brick is covered with a thin
deposit of salt.
Moderate- When there is a heavier deposit covering up to 50% of area.
Heavy- When there is too much salt in brick exceed 50%.

51. Water absorption test
Observation and Calculation-:
Weight of Sample-: 3.86 kg
Weight of Dry sample-: 3.5 kg
Water absorption-: 10.1%
Result-: Compressive strength of
brick is 75 kg/cm2, so that is
coming under Class B.

52. Grading of Aggregate
IS Sieve Weight Retained Weight Passing % of wt. retained Grading Zone II
10mm 0 2000 100 100
4.75mm 96 1904 92.2 90-100
2.36mm 121 1783 89.15 75-100
1.18mm 341 1442 72.1 55-90
.600mm 451 991 49.55 35-59
.300mm 586 405 20.25 8-30
.150mm 290 115 5.75 0-10

54. Information
about
Equipment

55. Mixer Plant

56. Needle Vibrator
•strength of concrete is reduced 30% by
5% of voids
•also known as immersion vibrator
•rate of immersion 5-15 sec at point
•should not touch the form work
•angle of drum 15
•Mixing clockwise direction
• fall in anti clock wise direction
•drum speed varies from -14 rpm
•capacity of 6m3
Transit Mixer

57. Sequence of adding materials:
•Aggregates
•Sands
•Cement
•water & admixtures
Tilted Drum Mixer
Concrete Pump
 pipes having diameter: 100 t0 125mm
 having length 6m
 Pumps 400m horizontally
 80 m verticality

58. JCB Machine
Cranes
•Loading, unloading and lifting
•Lift weight 10-12 tonne.
 JCB Compose:
•Boom Stick
•Bucket
•Cab
Use as:
•Excavator
•Lifter
•Transporter
•used on clayey soil

59. •Boom Placer
•Placement of concreting upto
height 36m
•Less laborious and
•More flexibility
Bar Straighter Machine
Boom Placer
•Automated cutting machine
•Upto 12mm dia bar
•Reduce manpower

60. Management
NKG Infrastructure Limited.
Administration
Planning Department
Execution Department
Quality Control and Quality Assurance
Site Safety Department
Purchase & Resource Stores
Accounts & Billing Department
Plants, Machinery & Vehicles Department

61. Site Safety

62. Inspection and Quality Control

63. Bar Bending Schedule
it include the following parameters:
• Type of bar and its diameter
• Shape and size of each bar size of reinforcement
• Number of bar for each size of reinforcement
• Detailed calculation
• Total weight required for a particular member
Nominal Size
(mm)
Weight
(kg)
6 0.22
8 0.39
10 0.62
12 0.89
16 1.58
20 2.47
25 3.85
prepared for components -
•Raft foundation
•Pedestal
•Plinth beam
•Columns
•Beam and slabs
•Mumty

64. BBS For Column

68. Internal work

70. MP Room
Size of room 3925x2835 mm
Flooring of 400 x 400 mm glazed ceramic tiles
Skirting 100 mm high tiles matching with flooring
1 nos. Fan point ,tube light point and CFL point.
Pressed steel door sizes:-
a)2100x900 mm
b)2100x1000 mm.
Mild steel wire gauge shutter &
factory made wooden flush door
shutters.
2 nos. Aluminum window of
sizes 1350x1800 mm and
900x1800 mm

72. Bed Room 1 & 2
Size of rooms
•BEDROOM 1 (3485x3000 mm)
•BEDROOM 2 (3000x3115 mm)
1 nos. Cupboard with door made
Flooring of 400 x 400 mm glazed ceramic tiles
Skirting 100 mm high tiles matching with flooring

74. Kitchen
Size of kitchen is 2415x1865 mm
1 nos. Cupboard with door made
600 mm wide cooking platform finished
with 18mm thick baroda green stone.
Dado of 300 x 200 mm glazed ceramic tile
upto door height.
Kitchen sink, plate rack, cabinet below
cooking .

75. Toilet
Sizes of toilets are:-
Toilet 1 (2185x1200 mm)
Toilet 2 (2200x1230 mm)
Dado upto door height of 300 x 200 mm glazed ceramic tile
1 nos. water closet Anglo Indian pattern, water closet pedestal
1 nos. wash hand basin, geyser

76. Internal finish
 2 coats of oil bound distemper over one coat of primer over one coat of wall
putty over two coats of primer over plaster surface

77. External finish
 15 mm thick washed stone grit plaster in 1:1/2:2 in panels with grooves over a
layer of 12 mm thick cement plaster in CM 1:4