Format of a Training Completion Certificate

This post by Er Rohit Verma is to to help all other budding civil engineering students about the format of a training completion certificate.
Since he dint know the format earlier, he thought about sharing it so that others who are not aware of what is the format of a training certificate can get help out of this.
Hope it helps you,note that this Certificate must be written on a company’s letter head ,and signed by a reputed offcer of the firm
INTERNSHIP CERTIFICATE
This is to certify that ________________ [ your name], pursuing his B.Tech, 3rd/4th year [depending on when you go for training] has successfully completed summer internship at________________________ [ Project Location] from _____________ to ____________ [ date of your internship/training]
We found him /her sincere, hardworking, technically sound and result oriented. He worked well as part of a team during his/her tenure. We take this opportunity to thank him and wish him all the best for her future.
Name:
Designation:
Place:
Date:
Office Stamp:

How To Write a Project Report?

All engineers need to submit at least one Project Report in four years of engineering. Usually it is done during a training semester but in many prestigious colleges and universities, students are asked to prepare project reports in almost every semester. Writing a report is considered to be a very difficult task, if the student is doing it for the first time. But once you have done it, it becomes an extremely easy and interesting job. We at royalcivilz.blogspot.com have received many requests to prepare a format for writing an effective project report for engineering students be it BE, B Tech, M Tech or PHD. First of all you need to understand different levels of Project Reports. If two students one of B Tech and one of M Tech will have to write on same topic, then M Tech students need to do a much more thorough research before preparing a Project Report. But the basic structure remains the same.
Here is the overview of How to write an effective Project Report
1) Title Page
The first page of your report should cover the title of your project along with your name, your guide’s name and your institute’s name along with a line saying “IN PARTIAL FULFILMENT OF THE AWARD OF BACHELOR OF TECHNOLOGY (B.TECH) IN CIVIL ENGINEERING”, (change CIVIL to your engineering branch). Also note if its just a regular report and not a training report you need not write this statement. This is only used when you are submitting your report after a training semester.Here is a sample of Title Page
Project Report
(Project Semester: MONTHS OF YOUR PROJECT WORK)
TITLE OF YOUR PROJECT
Few blanks lines and then add
Submitted by
YOUR NAME
YOUR ROLL NUMBER OR STUDENT ID
Under The Guidance of
YOUR GUIDE NAME
DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY NAME
MONTH AND YEAR OF REPORT SUBMISSION
The formatting should be done with your university logo attached and if you have two or more guides, then they can be left, center and right aligned. Formatting in terms of margins and font sizes will be discussed later.
2) Declaration or Certification
This page is added so that you certify that you have done this project under the guidance of your guide during so and so date. The format looks something like this
I hereby declare that the project work entitled as “TITLE OF YOUR PROJECT” is an authentic record of my own work carried out at “YOUR COLLEGE OR UNIVERSITY NAME” as required for the six months project semester for the award of degree of B.E. (Civil Engineering), under the guidance of ” YOUR GUIDE NAME”, during “DATE AND PERIOD”).
Date: __________
Your Signature: __________
Certified that the above statement made by the student is correct to the best of our knowledge and belief.
YOUR GUIDE SIGNATURE
YOUR GUIDE NAME
HIS OR HER DESIGNATION ( PROF, LECT)
YOUR COLLEGE/UNIVERSITY NAME
3. Acknowledgment
This page is added so that you can add a thank note to all those people who have supported you in your project work. This thank note is not limited to only your guide, you can also add your friends, family members or any other person who has helped you in your project report. Some projects are funded by an organization or government, you also need to thank them for the grant. Sample page can be like this
I would like to express my gratitude to all those who gave me the possibility to complete this project. I want to thank the Department of Civil Engineering and Construction and Maintenance Section of “YOUR UNIVERSITY OR COLLEGE NAME” for giving me such a golden opportunity to commence this project in the first instance. I have furthermore to thank the Professor/ Lecturer ” NAME OF YOUR GUIDE” who encouraged me to go ahead with my project. I am also thankful to the entire Civil Engineering Department “YOUR UNIVERSITY OR COLLEGE NAME” for their stimulating support.
I am deeply indebted to our training in-charge at site “NAME OF YOUR SITE IN-CHARGE” whose help, stimulating suggestions and encouragement helped me in all the time at the training site and also for writing this report. Also I am thankful to Site Engineer “NAME OF SITE ENGINEERS” for helping me understand the process of construction.
My colleagues from the Civil Engineering Department supported me in my project work. I want to thank them for all their help, support, interest and valuable hints. Especially I am obliged to “FRIEND OR COLLEAGUE NAME” who looked closely at the final version of the report for English style and grammar, correcting both and offering suggestions for improvement.
Especially, I would like to give my special thanks to my parents whose patient love enabled me to complete this work. And at last but not the least I would like to thank God for the successful completion of my project.
4. Abstract
This one page should summarize your entire project with special emphasis on keywords, your methodology, tools or software used, your findings and conclusions. Abstract is like the sole of your report and mostly seniors or researchers just read the abstract part to get information about your project.
5. Table of Contents
It should be detailed table of contents and not just the main headings of your Project Work. It should include the segmentation of your report in chapters and should also have sub headings listed along with page numbers. A complete list of tables and figures and list of Symbols and Abbreviations along with proper captions is to be added in the next page after table of contents along with page numbers.
TITLE PAGE………………………………………………………………….. i
DECLARATION…………………………………………………. ..ii
ACKNOWLEDGMENT………………………………………….. iii
ABSTRACTS ……………………………………………………………iv
TABLE OF CONTENT…………………………………………………..v
LIST OF TABLES ……………………………………………………vi
LIST OF FIGURES …………………………………………………. vii
CHAPTER I
1.0 INTRODUCTION………………………………………………..1
1.1 BACKGROUND OF THE STUDY ….…………………………..1
1.2 AIMS AND OBJECTIVES………………………………………4
1.3 SCOPE……………………………………………………………5
1.4 METHODOLOGY……………………………………………….5
CHAPTER II
2.0 LITERATURE REVIEW ……………………………………….6
2.1 HISTORICAL BACKGROUND ………………………………6
2.2.0 NEXT SUBHEADING ……………………………………7
CHAPTER III
3.0 METHODOLOGY ………………………………………………21
3.1 NEXT SUBHEADING …………………………..21
CHAPTER IV
4.0 RESULTS …………………………………………………….. 33
4.1.0 NEXT SUBHEADING……….. 33
CHAPTER V
5.0 CONCLUSION AND RECOMMENDATION …………….. 40
5.1 CONCLUSION ……………………………………………. 40
5.2 RECOMMENDATIONS ………………………………………. 41
CHAPTER VI
6.0 DRAWINGS/PRINT OUT………………………………………. 55
CHAPTER VII
7.0 REFERENCES/ BIBLIOGRAPHY 67
6. Chapters of your report
Till here we have discussed what is the general layout of a project report. After all these pages, your actual project report work details start. This should be divided into chapters and here is a basic overview of how chapters are to be made.
Chapter I – Introduction
The first chapter is the introduction to your work an should cover the importance and concepts used by you in carrying out this project. The basic aim of an introduction is to give an idea of what you have done and how has it been done.
Chapter II – Literature Review 
This chapter is basically to tell what work has already been done by other researchers in your project. Any theories, studies, graphs, pictures etc which you are using in your project but have been taken from previous research work should be listed here.
Chapter III – Methodology
This chapter deals with how you have done your project. To be more precise, here you should list out the methodology adopted by you. You should cover all statistical tools, experiments conducted in lab or site, your methods to collect information etc etc.
Chapter IV – Results 
This chapters deals with the results of findings of your report. The data which you had collected by your methodology should be analyzed and the results should be listed in this section. Mostly people use graphical representations to make the results more attractive.
Chapter V – Conclusions and Recommendations
This chapter shows how your report is effective and what you recommend should be done to make the work more effective. After you have found the results of your findings in chapter IV, you just list the main points here so that readers can just find out what your project finally recommends to make the work more efficient and effective. You can also add what should be done in future so as to carry out the research forward.
Chapter VI – Drawings
If you have any drawings of the site or any printouts of section details you used in your project, you need to attach them here.
Chapter VII – References/Bibliography
This page lists the references you used while writing this project report. Mostly it is divided into books, Journal, Research paper and Internet websites. One of the biggest mistake people make while writing references is that they just write website reference as www.royalcivilz.blogspot.com instead of writing the exact location say (http://www.royalcivilz.blogspot.com/how-to-write-a-project-report.html ) of the website from where you have taken the result. When writing references from books and journals you should include Book/Journal Title, Author’s name, Name and Year of publication along with page numbers if possible.
How to format your Project Report
Mostly MS office word is used to prepare reports as its very handy in making changes and also helps in English and grammar check. A basic Project Report consists of 70-100 pages but we don;t have any hard and fast rule on that as pages may vary depending on your Project Topic.
Fonts, Pagination, Spacing and Margins – Mostly we use Times New Roman with font size 12 for the content of our report. But in case of headings and sub headings, font size up to 20 can be used along with bold and underline. Please note subheading should be smaller than headings.
Lowercase Roman numerals i.e. i, ii, iii, and so on should be used for Title, Declaration or Certification, Acknowledgment, Abstract, Table of Contents and then you should use standard number i.e. 1, 2, 3 and so on for your chapters.
Standard spacing of one and a half is used for the report which is reduced to one for Chapter VII – References/Bibliography. A single line space should be given at a start of new paragraph.
Margins should be as follow:-
Top : 25mm
Bottom : 20mm
Left : 20mm
Right : 20mm
Proofreading
Before submitting your report you need to proofread it at least twice to make sure no errors in spellings occur. Basic grammar rules should be followed and you should not use slang language at any point in report. Also avoid the use of abbreviations as far as possible and write complete words.
Finalization of Report
Usually students need to make three copies of training semseter report. But first of all you should take print out of just one copy and get it checked by your guide. Printing should be done on High quality A4 size paper and only on one side. Once the report is checked by you and your guide, get it hard binded and then submit it to the concerned department.
I hope after reading the steps to “How To Write a Project Report”, you are no longer afraid of writing a Project Report. Just write your report, submit it to your department and do submit it to us also at our email: zhenliteam@gmail.com so that others civil engineers using royalcivilz.blogspotcom can take advantage of your research in their projects.

Unit Weight of Materials Used at Construction Site

Following table shows unit weight of materials used at construction site. Please note this is for reference purpose only and may vary from place and type of material.
We are thankful to Engineer Ravi Verma for submitting this very useful information to us. 
S.No
Material
Theoretical
Weight in(KG/M³)
Approx Weight at Site in
Remarks
Kg
Per
1Cement144050Bag
2Steel7850d²/162d -dia in mm
3Sand-
Dry160050 to 55farma1 farma=1.25cft
River184057 to 63farma1 farma=1.25cft
4Stone(basalt)2850 to 296048 to 52farmametal 12mm to 20mm
5Water10001liter
6PCC22408.24 to 8.5Cube mouldcube mould size=15x15x15cm
7RCC 2% Steel2420
8Bricks1600 to 19201.9 to 2no9x4x2 3/4″
4.8 to 4.9no9x6x3 3/4”
9Brick Masonry1920
10Soil(damp)176050 to 55cftBlack cotton
11Cement concrete block(solid)180018 to 20cft30x15x20 cm
10 to 11no30x10x20 cm
12Cement Mortar208057 to 62cft
13Lime Mortar176048 to 52cft
14Lime64030bag
15Glass25300.9 to 0.95sft4mm tk plain
16Teak Wood670 to 83018 to 20cft
17Sal Wood99022 to 24cft
18Marble mosaic tile2.8 to 3.2no25x25x22mm
4.8 to 5.2no30x30x25mm
19Chequered tile2.5 to 2.8no25x25x22mm
20Glazed tile15x15cm0.20 to 0.25no5mm tk
21Marble Stone26205.1sft3/4″tk
22Granite Stone2460-28005.35sft3/4″tk
23Coddappa27206.4sft1 1/4″tk
24A.C.sheet corrugated161.2sft
25Bitumen1040220Drum200liter drum
26Window frame (simple design)1.9 to2.1sft
27Door Frame
a)3’00×7’025 to 27nosection 4″x2 1/2″
b)2’6″x7’024 to 26nosection 4″x2 1/2″

What are the Tolerance Limits on Construction Site?

Accuracy of measuring equipment in batching plant. 
Cement : + – 2%
Aggregate : + – 3%
Admixture : + – 3%
Water : + – 3%
Mixing time : 2 minutes for one mixing. (Mixing which is being done on site)
Tolerance in Form work
In C/S for columns & Beams deviation is = + 12mm more (or) – 6mm less in size
In footing plan = + 50 mm more (or) – 12 mm less size
In depth = + – 0.05 D (specified thickness).
Tolerance in Reinforcement
For effective depth D < = 200mm = +- 10mm
For effective depth D > 200mm = +- 15mm
For Cover to reinforcement = + 10mm
Maximum freefall of concrete = 1.50 m height.
Tolerance on diameter in length
0-25mm = +- 0.5 %
25-35mm = +- 0.6 %
35-50mm = +- 0.8 %
Tolerance on weight per metre
0-10mm = +- 7%
10-16mm = +- 5%
16 and above = +- 3%
Tolerance for cutting Length
A) When the specified length is not given = + 75mm (or) – 25 mm
B) When the minimum length is specified = + 50 mm (or) – 0 mm
We are thankful to Er. Vikrant for submitting this to us.

Things Site Engineers Must Know

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
F soling is specified the soling stones shall be laid at 45° to 60° inclination (and not vertical) with interstices filled with sand or moorum.
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
Cube Samples
1 – 5 M3 : 1 No.
6 – 15 M3 : 2 No’s
16 – 30 M3 : 3 No’s
31 – 50 M3 : 4 No’s
Above 50 M3 : 4 + 1 No of addition sample for each 50 M3.
We at royalcivilz.blogspot.com are thankful to Er Vikrant for submitting this construction site check list which is of great use to all civil engineers.

Things Site Engineers Must Know About Reinforcement and Steel Bars

Clear cover to main reinforcement in
Footings : 50 mm
Raft foundation Top : 50 mm
Raft foundation Bottom/ sides : 75 mm
Strap Beam : 50 mm
Grade Slab : 20 mm
Column : 40 mm (d>12mm) 25 mm (d= 12mm)
Shear Wall : 25 mm
Beams : 25 mm
Slabs : 15 mm or not less than diameter of the bar.
Flat Slab : 20 mm
Staircase : 15 mm
Retaining Wall on Earth : 20/ 25 mm
Water retaining structures : 20 / 30 mm
Sunshade (Chajja) : 25 mm
Hook for stirrups is 9D for one side
No. of stirrups = (clear span/Spanning) + 1
For Cantilever anchorage length for main steel is 69D
“L” for column main rod in footing is minimum of 300mm
Chairs of minimum 12 mm diameter bars should be used.
Minimum diameter of dowel bars should be 12 mm
Lap slices should not be used for bar larger than 36 mm.
In steel reinforcement binding wire required is 8 kg per MT.
Lapping is not allowed for the bars having diameters more than 36 mm.
Minimum number of bars for a square column are 4 and for circular column are 6.
Longitudinal reinforcement should not be less than 0.8% and more than 6% of gross C/S.
Weight of rod per meter length = d2/162 where d is the diameter in mm
All reinforcement shall be free from mill scales, loose rust & coats of paints, oil or any other substances.
Main bars in the slabs shall not be less than 8 mm (HYSD) or 10 mm (Plain bars) and the distributors not less than 8 mm and not more than 1/8 of slab thickness.
In case of spacing of bars
Provide the diameter of the bar, if the diameter of the bar are equal.
Provide the diameter of the larger bar, if the diameter are unequal.
5mm more than the nominal maximum size of the coarse aggregate.
We at royalcivilz.blogspot.com are thankful to Er Vikrant for submitting this construction site check list which is of great use to all civil engineers.

Soil Lab Equipment List

1. Standard Sieves

Sieve diameter: 200 mm
Mesh size – 0.075 mm, 0.1 mm, 0.25 mm, 0.5 mm, 1 mm, 2 mm, 5 mm, 10 mm, and 20 mm, with pan and lid.
2. Digital Sieve Shaker
3. Balance & scale
Capacity:
(1) 200 g/0.001 g
(2) 3000g/0.01 g;
(3) 20 kg/1 g
4. Digital Display Constant Temperature Convection Oven
5. Standard Proctor Compactor & Modified Proctor Compactor
6. 150KN Universal Electric Extruder
7. Sand Replacement Test Sets (Galvanized Steel)