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Civil engineering job in ROYAL GROUP SYSTEM

site/planning/estamination planing, designing, development and manage projects for the construction or repair of buildings, roads. Execu...

Sunday, July 29, 2018

Wednesday, July 25, 2018

BBS FORMULAS OF STIRRUP

Rectangular stirrup-
Cutting lenght=2(a)+2(b)+24(d)
Total length-2(12d)/3=stirrup long length
Length/2=bredth
Diagonal calculation=√(length^2)+√(bredth^2)
Square stirrup-
Cutting length of rod=4(a)x(24d)
Diamond stirrup-
C/l of rod=4(a)x(24d)
Side calculation=c/l-hook/4
Ring stirrup
C/l of rod=πD+12d
Total length-hook/3.142=Dia of circular stirrup
Crank bar
Hight of crank=150
Slope of crank(s)=1.414*150
C/l of rod=a+b+s-2(2d)
Chair bar
Cutting length of rod=a+2b+2c-4(2d)



BASIC KNOWLEDGE ABOUT CIVIL ENGINEERING

A good civil engineer should know many basics and Topics
1)- BUILDING MATERIAL AND CONSTRUCTION
Lab test of Rock,Brick,Cement,Aggregate,Concrete etc
ex.
sand + Cement = Mortar
Mortar + Coarse aggregate = Concrete
Different Test of Brick
1) Crushing strength test by UTM in lab
Standard result are 10.5N/mm2 (1st class) 7.5(2nd class) 3.5(3rd class)
Stand. Size of brick- 19x19x9
2)- Water absorption test – Not more than 20% Of water by Wt. If immersed in water for 24hr – 1st class
Not more than 22% water- 2nd class & 24% – 3rd class
Many other test of brick- Hardness test,Toughness test.
English,Fleming,strecher & Header bond of brick masonary.
CONCRETE
Strong in Compression & weak in tension (i.e we provide steel bar)
Grade(Nominal mix)- M10- 1:3:6 M15- 1:2:4 M20- 1:1.5:3 M25- 1:1:2

Monday, July 23, 2018

Civil engineering job in ROYAL GROUP SYSTEM

site/planning/estamination
planing, designing, development and manage projects for the construction or repair of buildings, roads.
Execute project engineering activities
Develop project specifications
Develop project proposals
Royal Group System.
Company: Royal Group System
Monday to Sataurday
Office Time 10AM to 5PM
Office No.307,3rd Floor,Mohite paradise,Nr.To McDonald ,
Manik bhag , Above New Poona Bakary Sinhagad Road ,
Hingne Khurd ,Pune-411051.
HR
Kshitija
offi(M): 7262040164
Job Type: Full-time
Experience:
  • work: 1 year

Reinforcement in cement

REINFORCED CEMENT CONCRETE:

Reinforced cement concrete is a combination of concrete and steel bars(reinforcement bars) where they carry the compressive force and tension of a structure simultaneously.

As we know that concrete is very strong in compression but weak in tension and its resistance to tension is also low. That’s why plain concrete can be used only where the member is in pure compression, but on the other hand, steel is equally strong in compression and tension. So the combination of steel and concrete works very well and they are used to take up all the stresses. Such a combination of steel and concrete is called reinforcement cement concrete.

ADVANTAGES OF REINFORCED CEMENT CONCRETE:

1. Reinforced concrete has a high compressive strength.
2. It is economical in ultimate cost.
3. It can be produced easily at the construction site.
4. Reinforced concrete has monolithic characters which gives much rigidity to the structure.
5. It is durable, fire resistant and almost impermeable to moisture.
6. The materials used in reinforced concrete are easily obtainable.
7. Maintenance cost of reinforced concrete structure is almost ignorable.
8. Due to the flexibility and fluidity nature, reinforced concrete can be moulded into any desired shape.
9. It is most useful and economical material in constructions such as footings, piers, damp etc.

Sunday, July 22, 2018

SOME IMPORTANT NOTES CIVIL INTERVIEW

  • Minimum thickness of slab is 125 mm.
  • Water absorption should not be more than 15 %.
  • Dimension tolerance for cubes + – 2 mm.
  • Compressive strength of Bricks is 3.5 N /mm2
  • Maximum Free fall of concrete allowed is 1.50 m.
  • In soil filling as per IS code for every 100 sqm 3 sample for core cutting test should be taken.
  • Electrical conduits shall not run in column
  • Earth work excavation for basement above 3 m should be stepped form.
  • Any back filling shall be compacted 95% of dry density at the optimum moisture content and in layers not more than 200mm for filling above structure and 300 mm for no structure
  • A set of cube tests shall be carried out for each 30 cum of concrete / each levels of casting / each batch of cement.
  • Water cement ratio for different grades of concrete shall not exceed 0.45 for M20 and above and 0.50 For M10 / M15 contractor
  • For concrete grades M20 and above approved admixture shall be used as per mix design requirements.
  • Cement shall be stored in dry places on a raised platform about 200mm above floor level and 300mm away from walls. Bags to be stacked not more than 10 bags high in such a manner that it is adequately protected from moisture and contamination.
  • Samples from fresh concrete shall be taken and at least a set of 6 cubes of 150mm shall be prepared and cured. 3 Cubes each at 7 days and 28 days shall be tested for compressive strength. The test results should be submitted to engineer for approval. If results are unsatisfactory necessary action/rectification/remedial measures has to be exercised.
  • Water used for both mixing and curing shall be clean and free from injurious amounts of oils, acids, alkalies, salts, sugar and organic materials or other substances that may be deleterious to concrete or steel. The ph shall be generally between 6 and 8.
  • Cement shall be tested for its setting. 
    1. The initial setting time shall not be less than 30 minutes.
    2. The final setting time shall not be more than 10 hours.
  • Slump IS 456 
    Lightly reinforced 25 – 75 mm
    Heavily reinforced 75 – 100 mm
    Trench fill (insitu & Tremie) 100 – 150 mm (For Tremie no need of vibrator)
  • Curing Days Required 
    Super Sulphate cement : 7 days
    Ordinary Portland cement OPC : 10 days
    Minerals and Admixture added cement : 14 days

QUANTITY OF CEMENT, SAND, & AGGREGATES FOR 1000 SQ FT SLAB

QUANTITY OF CEMENT, SAND, & AGGREGATES FOR 1000 SQ FT SLAB


QUANTITY OF CEMENT, SAND, & AGGREGATES FOR 1000 SQ FT SLAB?

To calculate the quantity of cement, sand, and aggregates required for a flat slab first we need to calculate the volume.

Area of flat slab = 1000 sq.ft =93 sq. m.
The minimum thickness provided for slab is 150mm .( According to IS 456)
150 mm = 0.15 metres
Hence Wet volume = Area of slab x Thickness of slab
Wet volume = 93 x 0.15 = 13.95 cu. m.
To calculate the quantities of materials we need dry volume
Dry volume = Wet volume x 1.54
∴ Dry volume = 13.95 x 1.54 = 21.48 cu.m (approximately).
Generally, M20 grade concrete is predominantly used for construction purposes.
M20 = 1: 1.5: 3 (Cement:Sand:Aggregates) = (a:b:c)

QUANTITY OF CEMENT:

Quantity of cement = Dry volume x (a/{a+b+c}
Quantity of cement = Dry volume x (1/{1+1.5+3}) for M20 grade concrete.
= 21.48 x (1/5.5}) = 3.90 cu.m = 3.90 cu.m
We need the quantity of cement in terms of bags.
So by multiplying the quantity of cement with the density of cement, we will the get quantity of cement in terms of kilograms.
Unit weight or Density of cement = 1440 kg/cu.m.
Quantity of cement in kg(s) = 1440 x 3.90 = 5616 kg
We know that 1 cement bag = 50 kgs
∴ No. of cement bags required = 5616/50 kg = 112.32 bags =112 bags.

QUANTITY OF SAND:

Quantity of sand = Dry volume x (b/{a+b+c}
∴ Quantity of sand = Dry volume x (1.5/{1+1.5+3}) for M20 grade concrete.
= 21.48 x (1.5/5.5})  = 5.85 cu.m

QUANTITY OF AGGREGATES:

Quantity of aggregates = Dry volume x (c/{a+b+c}
∴ Quantity of aggregates = Dry volume x (3/{1+1.5+3}) for M20 grade concrete.
= 21.48 x (3/5.5}) = 11.71 cu.m

SUMMARY:

Cement = 112 bags.
Sand = 5.85 cu.m
Aggregates = 11.71 cu.m
Note: ConsiderYield of concrete  as 67% &
Wastages of materials = 2%
You can use the same formula for different mix proportions such as 1:2:4 etc.
Here, we have calculated in cubic meter unit but you can calculate in cubic feet unit.

Saturday, July 21, 2018

Briklane India hired civil site engineer in pune

Briklane india 
Bricklane india hired civil site engineer for commercial building project in pune
Post-8
Qualification =diploma/b-tech in civil engineering
Experience=1yrs to 4yrs
Salary=depend on interview performance
Walk in interview in head office
Call-7666060606
Website-bricklaneindia.com

USEFUL NOTES ON CEMENT

1ton of Portland cement=20 bags
1cubic foot of portland cement weights 90 to 94lbs.when loosely filled.average weight of 1:2:4 concrete cokebreexe aggregate 100lbs.per cubic foot, clinker aggregate 110lbs.per cubic foot. Brick aggregate 125lbs.per cubic foot, ballast aggregate 145lbs.per cubic foot

Civil engineer job vacancy in NCC LIMITED

Job in ncc limited for civil engineers
Number of post-40
POST-JE\AE/SE/DPM
QUALIFICATION-DIPLOMA/B.E/B-TECH
EXPERIENCE-
minimum-2yrs
Maximum-12yrs
Salary-depends on interview  performance
(12000-70000)
Send resume at-
careers@nccltd.in
Any doubt
E-mail
seshadri.sarma@nccltd.in

CIVIL JUNIOR ENGINEER JOB IN RELIANCE INDUSTRIES

Reliance hiring Diploma Engineers

Reliance hiring Junior Engineer

Company

Reliance Industries Limited

Experience

0-4 Years




Diploma- Civil, Electrical, Mechanical
 Key Attributes (Experience and Qualifications)

UG - Diploma/ BEPG - Post Graduation Not Required



Knowledge/ Hands-on experience in the following:

Fiber Operations & MaintenanceUtility Operations & MaintenanceISP OperationsPreventive MaintenanceAnalytical ApproachProblem Solving AttitudeTeam playerSelf motivated

Knowledge of adopting best methodology for measurement.Knowledge of estimation, costing and measurement of construction works.Knowledge in General terms and conditions (GCC), Special conditions of contracts (SCC) and schedule of rates (SOR).Effective Communication skillsAnalytical thinking

Login to -www.ril.com

VACANCY FOR QA QC CIVIL ENGINEER FOR UNDERGROUND METRO PROJECT -MUMBAI

QA QC Engineer for Underground Metro Project – Mumbai

Experience : 5+ years (Must have 2 Years Underground Metro Exp)
Qualification: BE / B Tech – Civil; Need thorough knowledge & experience in Underground Metro Quality.

If interested provide your updated profile and convenient Schedule for personal interview with the following detail:
1. Current CTC:
2. Expected CTC:
3. Notice Period:
4. Highest Qualification:
5. Total Experience:
6. Current Location:
7. Current Contact Number :
Kindly send CV toanjali.thekkekara@hccindia.com
Find more details on: https://bit.ly/2NfMHsl

Stressing materials used in bridge construction and metro railway construction and dynamic stressing work

The following materials used in stressing work for bridge and metro railway construction -
1)anchor head
2)live wages
3)multi wages
4)master wages
5)dynamic power pack
6)stressing multi jack
7)bearing collar
8)locking plate
9)threading pipe
10)hammaring pipe
11)mome
12)disel
13)petrol
14)cotton waste 

Grouting materials used in metro railway construction

1)grout cap=as per required
2)grouting hose pipe1"=30rm
3)elankey bolt 12mm
4)gate volve
5)cebex 100(225gm/pck)
6)randroc plug
7)box spannar 18mm
8)box spannar 11mm
9)alankey set
10)g.i hose clamp
11)cement
12)grout pump
13)agitator machine
14)ice
15)water
16)net
17)dram
18)hydrolic oil

SAFETY EQUIPMENT IN CONSTRUCTION FIELD

We have to work with safety in construction line.
There is a common word which is very important for safety that is PPE(personal protective equipment)
List of some important safety equipment-
1)safety helmet
2)safety shoes
3)safety google
4)safety belt
5)ear plug
6)nose mask cotton
7)cotton hand gloves
8)full body harness
9)safety net
10)safety ribbon

MATERIALS USED IN BRIDGE CONSTRUCTION

1)Ordinary rolled steel
2)cast steel
3)alloy steel
4)wrought iron
5)wire rope
6)wire
7)cable
8)bronze
9)timber
10)stone
11)brick
12)gravel
13)sand
14)cement
15)paint

SIZE AND TYPE OF VARIOUS BRICKS

The size of the bricks are of 90 mm × 90 mm × 90 mm and 190 mm × 90 mm × 40 mm. With mortar joints, the size of these bricks are taken as 200 mm × 100 mm × 100 mm and 200 mm × 100 mm
Types of Bricks
Bricks may be broadly classified as:
(i) Building bricks
(ii) Paving bricks
(iii) Fire bricks
(iv) Special bricks.
(i) Building Bricks:
 These bricks are used for the construction of walls.
(ii) Paving Bricks:
 These are vitrified bricks and are used as pavers.
(iii) Fire Bricks:
 These bricks are specially made to withstand furnace temperature. Silica bricks belong to this category.
(iv) Special Bricks:
These bricks are different from the commonly used building bricks with respect to their shape and the purpose for which they are made. Some of such bricks are listed below:
(a) Specially shaped bricks
(b) Facing bricks
(c) Perforated building bricks
(d) Burnt clay hollow bricks
(e) Sewer bricks
( f ) Acid resistant bricks.

TOP 15 CONSTRUCTION COMPANIES IN INDIA

1. L&T Construction.


Company Website: www.lntecc.com

Company Address: Mount Poonamallee Road,

Manapakkam, Chennai – 600 089, India

2. Tata Projects Limited.

Company Website: www.tataprojects.com

Company Address: 11th Floor, Hiranandani Knowledge Park,

Powai, Mumbai – 400 076., India

3. Hindustan Construction Co. Limited.

Company Website: www.hccindia.com

Company Address: Hincon House, LBS Marg,

Vikhroli (W), Mumbai – 400083, India

4. Gamon India

Company Website: www.gammonindia.com

Company Address: Gammon House

Veer Savarkar Marg, Prabhadevi

Mumbai, 400025 India

5. Simplex Infrastructure Limited.

Company Website: www.simplexinfra.com

Company Address: Simplex House

27, Shakespeare Sarani,

Kolkata – 700 017, India

6. Jaypee Group.

Company Website: www.jalindia.com

Company Address: Jaiprakash Associates Limited

Sector-128, Noida – 201304

Uttar Pradesh, India

7. Shapoorji Pallonji

Company Website: www.shapoorji.in

Company Address: 41/44, Minoo Desai Marg,

Colaba, Mumbai – 400 005,

Maharashtra, India

8. Punj Lloyd

Company Website: www.punjlloydgroup.com

Company Address: 78 Institutional Area,

Sector 32, Gurgaon, 122 001, India

9. ACC India Pvt. Ltd.

Company Website: www.accindiaonline.com

Company Address: 101, Akanksha Apartments,

Plot- 417, DK Sandu Marg,

Chembur, Mumbai – 400 071, India

10. IVRCL Limited

Company Website: www.ivrcl.com

Company Address: ‘MIHIR’, H. No. 8-2-350/5/A/24/1B

Panchavati Colony, Road No. 2, Banjara Hills,

Hyderabad -500 034. Telangana, India

11. CCCL India

Company Website: www.ccclindia.com

Company Address: #5, 2nd Link Street, C.I.T Colony,

Mylapore, Chennai – 600004. India

12. Reliance Infrastructure

Company Website: www.rinfra.com

Company Address: H Block, 1st Floor, Thane Belapur Road,

Kopar Khairane, Navi Mumbai – 400709,

Dhirubhai Ambani Knowledge City

13. GMR Group

Company Website: www.gmrgroup.in

Company Address: GMR Group

New Udaan Bhavan

Opp. Terminal 3, IGI Airport

New Delhi, 110 037, India

14. NBCC India Limited

Company Website: www.nbccindia.com

Company Address: NBCC Ltd, NBCC Bhawan

Lodhi Road New Delhi-110 003, India

15. Nagarjuna Construction Co. Ltd.

Company Website: www.ncclimited.com

Company Address: NCC House’

Madhapur Hyderabad 500 081, India.

Type of ties used to tie bar of slab, beam, column, footing etc.

There are six type of ties 
1.slash tie
2.crown tie
3.hairpin tie
4.ring hairpin tie
5.ring slash tie
6.splice tie

Important abbrivation

MT=messonary trade
MD=man day(per hour)
M.H=man hour
P. C. C=plain cement concrete
R.C.C=reinforce cement concrete
B. W=brick work
BLW=block work
V. D. F=vaccume de-water flooring
F. F. L=flore finish level
I. P. S. F=indian pattern service flooring
KGs=kilogram
R. M=running meter
C. F. T=cubic feet
^N=north line direction
R. S=river sand
I. S. T=indian standered Innstitute
B/B=bar bending
P. L=plinth level
GL=ground level
P=pile
TMT=thermo mechanically treated
RMC=ready mix concrete
FS=full size
NTS=Not to scale
SFL=structure floor level

Weight of TMT bars

Bars weight/meter

6mm=0.222kg
8mm=0.395kg
10mm=0.617kg
12mm=0.888kg
16mm=1.580kg
20mm=2.469kg
25mm=3.858kg
28mm=4.839kg
32mm=6.320kg
36mm=8.000kg
40mm=9.876kg
50mm=15.432kg

Difference between one way slab and two way slab.......

One way slab

The slab are supported by the beams on the two opposite sides.
The loads are carried along one direction.
The ratio of longer span to shorter span is equal or greater than 2.

Two way slab
The slab are supported on all the four sides.
The loads are carried along the both direction.
The ratio of 1ib less than 2.

Civil Engineering

De-shuttering time of formwork

Soffit formwork to slab=3days
Soffit formwork to beam=7days
Beam up to 4.5m span=7days
Beam over 4.5m span=14days
For footing formwork =16hours to 20hours
Stair case formwork=5days
Spanning up to 6m beam=21days