Major project report of diploma civil engineering at mamts gothatar to jorpati 100 pages

Council for Technical Education and Vocational Training (CTEVT)
MADAN ASHRIT MEMORIAL TECHNICAL SCHOOL
Tel: +01-4991748, Website: www.mamts.edu.np
Gothatar, Kathmandu
Major Project Report – 2018
SUBMITTED BY:
Suman Jyoti (sumanzyotei5@gmail.com)
Group Members
1. Suman Jyoti
2. Anita Chapagain
3. Sujan Shiwakoti
4. Manoj Budhathoki
5. Sabina Dhungana
6. Rupa Rokka
SUBMITTED TO:
Department of Civil Engineering
Er. Niraj Pudasaini
Madan Ashrit Memorial Technical School
Kathmandu, Nepal
Date:- 2018-Feb-21 to Aug-29

ACKNOWLEDGEMENT
This Report is the outcome result of Major Project of Madan Ashrit Memorial Technical
School (Kageswori Manahara, Gothatar-Kathmandu) carried by the Group D, which is held up
to the date of 2018-Feb-21 to 2018-Aug-25.
The purpose of this fieldwork was to make each student independent to carry out the work in
real problem in the field. We think, the purpose is suitable for further work and which make us
to produce the report of the fieldwork in time. We are sincerely indebted to our collage
MAMTS, for providing opportunity to consolidate our theoretical and practical knowledge in
Engineering surveying, Architectural design/drawings, Building Estimation, Road quantity
Estimation, Highway and Canal Alignment fixed at site by providing excessive gradient etc.
I would like to extend my heartfelt gratitude to Er. Niraj Pudasaini for their vital
encouragement and support in the completion of this project report. This Major Project gives a
lot of field experience. I would like to thank for, Storekeeper Mr. Manoj Khadka, who co-
operated with me in the matter of guidance to providing instruments.
I would also like to express our sincere gratitude to our subjected related teacher for their
helpful suggestions, friendly behavior and guiding any time during the field work an also
providing prompt comments and rectification necessary before finalization of the report for
their valuable instructions, during the fieldwork, without which it was very difficult to do the
work in the field and to produce the report.

PREFACE
ThisReportonMajorProject isthebriefDescriptionofalltheworksthatweredoneintheonesemesterduring
the spring season. The main objective of this project is to provide an opportunity to consolidate
and update the practical knowledge in engineering works.
This major project is truly based on our knowledge gained from field organized for the partial
fulfillment of the requirement for the Diploma in Civil Engineering encoded as EG 3205 CE
as per our syllabus in third year second part. This project has been able to impart us the great
opportunity to consolidate and review the practical and theoretical knowledge on different
engineering field, which we gained in diploma engineering syllabus.
Surveying in the actual field condition and habituate to work in differentenvironmentwithdifferent
people. InthisProject,wearesupposedtoRecciandSurveyagivenplotin all its aspect and work on road
alignment, Building Design and its Estimation, Calculation of Earthwork of Highway in proper
X-section, L-Section and its topography fulfilling all technical requirements.
ThisReportincludestheentiredescriptionofthepracticalcarriedoutduringtheMajorProjectandalsoincludes
the determination ofvarious orientations and curve fitting problems, slope and gradient maintain for Irrigation
canal.
ThisReporthelpsus inourfurtherEngineeringPractice.Thenumberofproblemsandcalculationsdone inthis
reporthelpsustodealwiththe similar problems in our further Engineering practice. Everyeffort has
been takento ensure the accuracy in this report. However some errors might have occurred. We will be very
muchgratefultotheviewerswho gothroughthisreportforbringingsucherrorsinournotice. Furthermorewe
wouldbeverythankfulfortheexaminersorviewers fortheirsuggestions in improving this report.
Our Surveying Team:
1. Suman Jyoti
2. Anita Chapagain
3. Sabina Dhungana
4. Sujan Shiwakoti
5. Manoj Budhathoki
6. Rupa Rokka

ABSTRACT
Surveying is the science and art of determining the relative positions of above, on, or beneath
the surface of earth, and is the most important part of Civil Engineering. The results of surveys
are used to map the earth, prepare navigational charts, established property boundaries.
Develop data of land used and natural resource information etc. Further survey maintains
highways, railroads, buildings, bridges, tunnels, canals, dams and many more.
Thus, the objective of Major Project was to make us gain the experience in this field by
performing designing suitable building plan in given land area, learning to propose road
alignment and select suitable gradient for Irrigation Channels.
The report reflects the methodology, observations, estimations and calculations made by the
students in the project with the corresponding drawings. The large portion of the course covered
with elements of topographic surveying, and then those of Road alignment and Irrigation
Channels follow it. The main objective of the Major Project organized for us is to take an
opportunity to consolidate and update our practical and theoretical knowledge in engineering
surveying in the actual field condition.
In this Project we have to prepare a 2.5 storey building design, providing a horizontal curve in
a highway and fixing preferable gradient for canals by fulfilling all technical requirements. In
this regard, we are required to carry out the necessary field works in our sub-group so that we
will get opportunity to the decision on planning and execution of field works. This Project
helps us to build in our confidence to conduct engineering survey on required accuracy

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A Report of Major Project Prepared by: Suman Jyoti
CONTENTS
S.N TITLE PAGE
1 Building
1.1Introduction……………………………………………………....….1-1
1.2TypesofBuildings………………………………………….…...........1-1
1.2.1BasedonOccupancy……………………………………..…….1-2
1.2.2Basedontypeofconstruction…………..………………..……...2-2
1.3ComponentsofBuildings………..……………………………..….,......3-4
1.4TechnicalNormsandStandardsofBuildings………..………….…....…5-5
1.5ArchitecturalDrawings
1.6MeasureaplotoflandforbuildingLayout………..…………….…….....6-9
1.7QuantitycalculationandCostEstimate……..……………………..…...9-21
1.8Comment andConclusion……..………………………………….....21-21
2 WaterSupplyandSanitary
2.1OverviewofWaterSupply……………………………………...…....22-22
-2.1.1WaterSupply…………………………………...…………....22-22
-2.1.2MethodofWaterSupply……………………………….……..22-22
-2.1.3GeneralImportanceofWater…………………………………22-22
-2.1.4ObjectivesofWaterSupply…………………………………...22-22
-2.1.5WateranditsnecessityforLife……………………………..…22-23
-2.1.6VariousworkforWaterSupply……………………………….23-23
2.2OverviewofSanitarySystem………………………………..……….23-23
-2.2.1DefinationofTerms…………………………………...……...23-23
2.3Sewers………………………………………………………….….. 23-23
-2.3.1Designcriteriaofsewers………………………………..............24-24
2.4SepticTank………………………………………………………….25-25
-2.4.1ConstructionProcedure………………………………....……..25-25
-2.4.2DesigncriteriaofSepticTank…………………..…………...…25-25
-2.4.3ElevationofSeptictank……………………………...…...……26-26
-2.4.4DesignofSepticTank……………………………...…...……...26-27
2.5SoakPit….…………………………………………………..………28-28
-2.5.1ConstructionProcedure………………………………….……28-28
-2.5.2DesigncriteriaofSoakPit…………………………….......……28-28
-2.5.3DesignofSoakPit………………………………….......……...28-28
2.6EstimationofSepticTankandSoakPit………………………….…….29-32
3 HighwaySurveying
3.1Introduction…………………………………………………………33-33
3.2RoadPavement………………………………………………..……33-33
3.2.1TypesofPavement…………………………………….....……33-34
3.2.2FunctionsofPavement Structures…………………………...…34-34
3.2.3ElementsofRoadPavement……………………………...……34-34
3.3Curves……………………………………………………………....35-35
3.4Equipment Requried………………………………………..………..36-36
3.5Norms…………………………………………………………....….36-36
3.6Methodology…………………………………………………….…..37-38
3.7Calculation…………………………………………………….…….39-64
3.8EstimationofRoad(Cut/Fill)…………………………………………64-88

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3.9CommentsandConclusion……………………....…………………..89-89
3.10L-SectionandX-SectionGraphSheet
4 IrrigationCanals
4.1Introduction……………………………………………………...….90-90
4.2Scopeofirrigation……………………………………………..….....90-90
4.3MethodsofIrrigation…………………………………………….….90-90
4.4Headwork….……………………………………………...……..…91-91
4.4.1ComponentsofHeadwork……………………………………91-92
4.4.2SketchofHeadwork………………………............……………92-92
4.5TypicalHeadworkStructure………………………………..………..93-93
4.5.1Aqueduct………………………………………………….…93-93
4.5.2SyphonAqueduct………………………………………....…..94-94
4.5.3SuperPassage……………………………………………...…95-95
4.5.4Falls…………………………………………………….……95-95
4. CanalLining…………………………………………………...…….95-95

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Chapter One
Building
1.1 Introduction
A building, is a structure broadly consists with roof, floors and walls standing more or less
permanently in one place, such as a house or factory. In other words, it is a permanent or temporary
structure within exterior walls and a roof, and including all attached apparatus, equipment, and
fixtures, that cannot be removed without cutting into ceiling, floors or walls.
Normally all buildings are constructed according to drawings and specifications prepared by
architects and designers.
The method adopted for construction and choice of material to be used in the building
depends upon a number of factors like character of occupancy, location of site, climate, local materials
and funds available.
1.2 Types of Buildings
1.2.1 Every building or portion of land shall be classified according to its use or the character of its
occupancy as a building of Occupancy, They are categorized into the following types:
 Agricultural Buildings:
They are the structures designed for farmers and for agricultural practices, for growing and
harvesting crops, and to raise live stock. Cow Shed, Pigsty, Barn, Chicken coop, Farm house
etc. are the example of Agricultural Buildings.
 Commercial Buildings:
They are the buildings, which are used exclusively for commercial use. Super Markets,
Sky Scrapers, Ware house, Bank, Automobile companies, Gas stations etc. are the
example of Agricultural Buildings.
 Residential Buildings:
Residential Buildings means any hotel, motel, apartment house, lodging house, single and
dwelling, or other residential building which is heated or mechanically cooled. Building may
vary significantly between, single-family building, multi-family building or mobile homes.
Apartment, Villa, Bungalow etc. are the example of Residential Buildings.
 Educational Buildings:
A building designed for various activities ina primary,secondary, or higher educational system
and often including living areas for students, such as dormitories. School, collage, Archive,
Museum, Library etc. are the example of Educational Buildings.
 Government Buildings:
It is a building that, houses a branch of government. Capitol, Embassy, Prison, Fire Station,
Post Office etc. are the example of Governmental Buildings.
 Industrial Buildings:
It defines industrial purposes as: Factories and other premises used for manufacturing,
altering, repairing, cleaning, washing, breaking-up, adapting or processing any article;
generating power or slaughtering livestock. These buildings are design to house
industrial operations and provide the necessary conditions for workers, and for the

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operation of industrial Equipment. Factory, Windmill, Water Mill, Tide Mill, Power
Plant etc. are the example of Industrial Buildings.
 Military Buildings:
This building is a structure designed to house the functions, performed by a military unit.
Barracks, Bunker, Castle, Fortification, Citadel etc. are the example of Miltary Buildings.
 Religious Buildings:
These are the buildings for religious purpose, with a large open interior and exterior or other
monumental qualities. They often have spires, towers, domes rising above the main structure.
Church, Temple, Mosque, Pyramids, Shrine etc. are the example of Religious Buildings.
 Transportation Buildings:
This is structural buildings, which consists of the means of equipment necessary for the
movement of passengers or goods on land, water, and air ways. Air port, Railway Station, Bus
Station, Parking Garage, Light house etc. are the example of Transportation Buildings.
 Mercantile Buildings:
These shall include any building or a part of a building which is used as shops, stores, market
for display and sale of merchandise either wholesale or retail.
 Hazardous Buildings:
These shall include any building or part of a building which is used for the storage, handling,
manufacturing or processing of highly combustible explosive materials or product which are
liable to burn with extreme rapidly.
 Assembly Buildings:
These shall include any buildings or part of a buildings where group of people congregate or
gather for amusement, recreation, social, religious, perodic, civil, travel and similar purposes.
Theaters, motion picture house, assembly halls, exhibition halls, gymnasiums, place of dancing
and singing, club rooms, terminals of air etc. are the example of Assembly Buildings.
1.2.2 Classification of Buildings based on type of construction buildings:
 Fire resistive Buildings
 Non-Combustible Buildings
 Ordinary Buildings
 Heavy timber Buildings
 Wood framed Buildings
Among then we will choose to design of 2.5 storey of Residential type of Buildings. This type of
building Norms, Specification, Architect Design and Estimation are shown below.
1.3 Components of Buildings
1. Foundation
A foundation is necessary to evenly distribute the entire building load on the soil in such a
manner that no damaging settlements take place. Hence, the foundations need to be constructed
on good/solid ground.

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2. Plinth
A plinth is normally constructed just above the ground level and immediately after the
foundation. It raises the floor above the ground level and herewith prevents surface water from
entering the building.
3. Damp proof course (DPC)
Damp proof course is a layer of water proofing material such as asphalt or waterproof cement.
Walls are constructed above the damp proof course.
Damp proof course prevents surface water from rising into the walls.
Dampness reduces the strength of the walls and creates unhealthy living conditions. Also it
affects the paint and plaster and increasing the cost of maintenance.
Damp proofing layer is not required where a plinth beam is constructed, because the plinth
beam already performs like a DPC.
4. Plinth beam
A plinth beam is constructed depending upon the type of the structure of the building and nature
of the soil. It provides additional stability in regard to settlements of the building and
earthquake damages.
5. Floor
This is the surface on which we do most of our activities. Floorings is laid over the filling of
the plinth and on subsequent floors.
Flooring can be done with different materials, but care must be given that the ground below
the floor is well compacted. Flooring is done to prevent dampness from rising to the top and to
have a firm platform that can be kept hygienic and clean.
6. Walls
Walls are the vertical elements on which the roof finally rests. They can be made of different
materials like bricks, stones, mud, concrete blocks, lateritic blocks etc. If the walls are very
long, columns can be provided to carry the roof.
Walls provide privacy and enclosure. Walls also provide security and protection against natural
elements such as wind, rain and sunshine.
Openings are to be provided in wall for access and ventilation.
7. Openings
Openings are normally provided in the walls as door, windows and ventilators.
Doors provide access; windows and ventilators provide light and ventilation.
Lintels are constructed just above the openings. It is normally a stone slab or a concrete slab.
Sill is the part of the wall that is just below the window.
Lintels are constructed to hold up the walls above the openings. In earthquake prone areas a
continuous lintel beam is provided all over the walls.
8. Stairs
A stair is a sequence of steps and it is provided to afford the means of ascent and descent
between the floors and landings. The apartment or room of a building in which stair is located

P a g e | 9
is called staircase. The space or opening occupied by the stair is called a stairway. There are
different kind of stairs are used in buildings, like RCC stair, wooden stair, metal stair, brick
stair etc.
9. Roof
The roof provides protection for the building and the people living in it. The roof rests on the
walls and requires proper anchoring so that wind and other mechanical impact cannot destroy
it. A roof can have different shapes but it is always either flat or sloping. Roof is typically made
of RCC, stone slab, tiles etc.
10. Surfaces / finishes
External finishes are the outer most layer of protection, which protect the structure from
weathering. Internal finishes are the layers given on internal faces. They give durability and
pleasing appearance to the inside.
1.4 Technical Norms and Standards for 2.5 Storey residential Buildings in terms of
Nepal.
 Total occupy Land Area for purposed Buildings= 1000 sq. m
 Span of Beam = 14 feet 8 inch (maximum)

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 Floor Area = 145 sq. m (maximum)
 Set Back
- For provide window = 5 feet
- For provide verandah = 8 feet
- Slab projection = 1 feet 6 inch
 Minimum size of Column = 12 * 12 Inch
 Slab Thickness = 5 Inch min.
 Minimum floor Height = 9 Feet
 Sill Level = 2 Feet 6 Inch
 For Staircase
- Minimum width of Tread = 8 Inch
- Maximum height of Riser = 10 Inch
-Source: National Building Code (NBC) 205
1.5 Architectural Drawings (2.5 storey Buildings)
-Drawing are showing in A1 paper in Next page.

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1.6 Measure a plot of land for building layout.
(Location = MAMTS Ground Gothatar)

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Ground Floor Plan

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First Floor Plan

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Second Floor Plan
1.7 Quantity calculation and Cost Estimation (2.5 storey Buildings)

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A Report of Major project Quantity Estimate Estimated By: Suman Jyoti
Council for Technical Educational and Vocational Training (CTEVT)
QUANTITY ESTIMATION OF MAJOR PROJECT BUILDINGS
S.N PARTICULARAS OF ITEM NO LENGTH
(m)
BREADTH
(m)
HEIGHT
(m)
QUANTITY UNIT REMARKS
1. Site Clearance
-Along 1-1 to 4-4
-Along 4-4 to 5-5
1
1
8.890
1.524
8.407
3.276
----------
----------
74.742
4.994
m2
m2
(1 inch = 0.025 m)
Total 79.736 m2
2. Earthwork in Excavation in
Foundation
-Rectangular Column
-Circular Column
-Along center 1-1 to center 2-2
-Along center A-A to center B-B
-Along center B-B to center C-C
-Along center C-C to center D-D
12
2
4
4
4
3
3
1.524
1.524
2.438
2.616
1.753
0.153
1.803
1.524
1.524
0.229
0.229
0.299
0.299
0.299
1.524
1.524
1.067
1.067
1.067
1.067
1.067
42.475
7.079
2.383
2.557
1.713
0.112
1.322
m3
m3
m3
m3
m3
m3
m3
Total 57.641 m3
3.
a)
R.C.C and P.C.C Work
Under Ground Level
-Foundation Base(Rectangular)
-Foundation Base(Circular)
Lower Tie beam
12
2
4
4
2
4
1.524
1.524
3.658
3.835
1.219
2.972
1.524
1.524
0.229
0.229
0.229
0.229
0.279
0.279
0.305
0.305
0.305
0.305
7.776
1.296
1.022
1.071
0.170
0.830
m3
m3
m3
m3
m3
m3
H = 11 inch from section
of foundation.
H = 1 feet lower tie
beam.
Location: Madan Ashrit Memorial Technical School
Gothatar, Kathmandu

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(m)
BREADTH
(m)
HEIGHT
(m)
- Trapezium Section of Column at
Foundation base
-Rectangular Column
-Circular Column
3
3
14
12
2
1.676
3.023
1.346
0.229
0.229
0.305
0.305
0.351
0.633
m3
m3
m3
m3
m3
L = 5’+3’10”/2 = 4’5”
D =3’6” = 1.067 m
A = Bd +Sd2
S= adopt 1.5 and B = 5 feet
A =
𝜋
4
x d2
1.524 x0.381+1.5 x 0.3812
11.160
0.305 0.305 0.838
0.838
0.935
0.122
𝜋
4
x 0.3052
Total 25.366 m3
b) Above Ground Level
Upper Tie beam
4
4
2
4
3
3
3.658
3.835
1.219
2.972
1.676
3.023
0.229
0.229
0.229
0.229
0.229
0.229
0.305
0.305
0.305
0.305
0.305
0.305
1.022
1.071
0.170
0.830
0.351
0.633
m3
m3
m3
m3
m3
m3
Total 4.077 m3
Damp Proof Course
-Along 1-1 to 4-4
-Along 4-4 to 5-5
*Deduct*
-Column portion
1
1
14
8.890
1.524
0.305
8.407
3.276
0.305
--------
--------
--------
74.738
4.993
-1.302
m2
m2
m2
Adopt thickness of DPC
= 10 cm
Total 78.429 m2

P a g e | 17
Total = 24.610 m3
(m)
BREADTH
(m)
HEIGHT
(m)
c) Ground Floor
Flooring
-Along 1-1 to 4-4 up to 4cm thick
Column
-Rectangular Column
-Circular Column
Beam
Slab (Ceiling)
-1st
portion (including all rooms)
-Remain Portion at balcony
Sill
-9inch width
-4inch Width
Lintel
-9inch width
-4inch Width
*Deduct*
-Column portion for Sill
-Column Portion for Lintel
*Openingsr*
-Chain Gate
-Door (D1)
-Door (D2)
1
1
12
2
4
4
2
4
3
3
1
1
1
1
1
1
12
12
1
5
1
7.493
1.219
0.305
π/ 4
4.775
4.140
1.676
3.200
1.981
4.140
9.627
0.965
31.420
39.446
31.420
39.446
0.305
0.305
1.676
0.915
0.762
7.670
2.972
0.305
0.3052
0.229
0.229
0.229
0.229
0.229
0.229
8.890
3.582
0.228
0.101
0.228
0.101
0.305
0.305
0.228
0.228
0.228
0.040
0.040
2.743
2.743
0.305
0.305
0.305
0.305
0.305
0.305
0.127
0.127
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
2.299
0.145
3.062
0.802
1.334
1.157
0.234
0.670
0.415
0.867
10.870
0.439
0.724
0.402
0.724
0.402
0.113
0.113
-0.039
-0.105
-0.018
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3

P a g e | 18
Total = 24.599 m3
(m)
BREADTH
(m)
HEIGHT
(m)
d) First Floor
Flooring
Column
-Rectangular Column
-Circular Column
Beam
Slab (Ceiling)
-1st
portion (including all rooms)
-Remain Portion at balcony
Sill
-9inch width
-4inch Width
Lintel
-9inch width
-4inch Width
*Deduct*
*Openings*
-Door (D)
-Door (D1)
-Door (D2)
1
1
12
2
4
4
2
4
3
3
1
1
1
1
1
1
12
12
1
5
1
7.493
1.219
0.305
π/ 4
4.775
4.140
1.676
3.200
1.981
4.140
9.627
0.965
31.420
39.446
31.420
39.446
0.305
0.305
1.219
0.915
0.762
7.670
2.972
0.305
0.3052
0.229
0.229
0.229
0.229
0.229
0.229
8.890
3.582
0.228
0.101
0.228
0.101
0.305
0.305
0.228
0.228
0.228
0.040
0.040
2.743
2.743
0.305
0.305
0.305
0.305
0.305
0.305
0.127
0.127
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
2.299
0.145
3.062
0.802
1.334
1.157
0.234
0.670
0.415
0.867
10.870
0.439
0.724
0.402
0.724
0.402
0.113
0.113
-0.028
-0.105
-0.018
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3

P a g e | 19
(m)
BREADTH
(m)
HEIGHT
(m)
e) Second Floor
Flooring
-Along A-A to C-C up to 4cm thick
excluding Balcony.
Column
-Rectangular Column
Beam
Slab (Ceiling)
Sill
-9inch width
-4inch Width
Lintel
-9inch width
-4inch Width
*Deduct*
*Openings*
-Terrace Door
-Door (D1) with space
-Door (D2)
1
9
4
4
4
3
1
1
1
1
1
12
12
1
3
1
8.103
0.305
4.775
4.140
3.200
1.829
10.440
24.359
16.586
24.359
16.586
0.305
0.305
0.915
0.915
0.762
5.258
0.305
0.229
0.229
0.229
0.229
5.639
0.228
0.101
0.228
0.101
0.305
0.305
0.228
0.228
0.228
0.040
2.743
0.305
0.305
0.305
0.305
0.127
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
0.101
1.704
2.297
1.334
1.157
0.670
0.383
7.476
0.561
0.169
0.561
0.169
0.113
0.113
-0.021
-0.063
-0.017
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
Total 16.606 m3

P a g e | 20
(m)
BREADTH
(m)
HEIGHT
(m)
4.
a)
b)
1st
Class brickwork in 1:4 C:S mortar
Brickwork in Superstructure.
-9" thick Wall of length 3.658 m
-Terrace Parapet of length 1.219 m
*Deduct opening*
- Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
-Door (D2) 2'6"x7'0"
-Window(W1) of 6'0"x4’6"
-Ventilation (V1) of 3'0"x 3'0"
-Ventilation (V2 ) of 3'0"x 21'8"
-opening at staircase
Brickwork in Sub-structure.
Along 1-1 to 4-4
-Long Portion
-Short Portion
Along 4-4 to 5-5
-Long Portion
-Short Portion
5
5
3
4
5
6
6
8
2
3
2
3
10
3
14
2
3
1
1
3
4
1
2
3.658
3.835
2.972
3.023
1.676
3.658
3.835
2.972
3.023
1.676
1.219
1.219
0.914
0.762
1.829
1.219
0.914
0.914
2.134
8.128
7.798
2.972
1.219
0.229
0.229
0.229
0.229
0.229
0.101
0.101
0.101
0.101
0.101
0.229
0.229
0.101
0.101
0.229
0.229
0.229
0.229
0.229
0.229
0.229
0.229
0.229
2.438
2.438
2.438
2.438
2.438
2.438
2.438
2.438
2.438
2.438
0.381
2.134
2.134
2.134
1.371
1.371
0.914
7.518
2.438
0.838
0.838
0.838
0.838
10.211
10.705
4.978
6.751
4.679
5.404
5.666
5.855
1.489
1.238
0.213
-1.787
-1.970
-0.492
-8.039
-0.765
-0.574
-1.574
-1.191
4.679
5.986
0.570
0.468
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
12’0” wall
12’ 7” wall
9’-9” wall
9’-11” wall
5’-6” wall
12’0” wall
12’ 7” wall
9’-9” wall
9’-11” wall
5’-6” wall
9” thick of 1’3” ht.
21’8” height at staircase
openings

P a g e | 21
(m)
BREADTH
(m)
HEIGHT
(m)
c) Brickwork Soling in Foundation Base
14 1.524 1.524 0.102 3.317 m3
Soling at 4cm thick
Total 55.817 m3
5. Mild Steel including bending in
reinforcement in RCC work. Density of steel 78.5
q/cm
-R.C.C footing @0.5% 1 (20.232 x 0.5)/100 x 78.5 7.941 q
-R.C.C columns @1.7% 1 (11.082 x 1.7)/100 x 78.5 14.789 q
-R.C.C beams @1.0% 1 (28.528 x 1.0)/100 x 78.5 22.394 q
-R.C.C roof slab @0.8% 1 (30.094 x 0.8)/100 x 78.5 18.900 q
Total 64.024 q
6.
a)
12mm plaster 1:4 Cement Sand
mortar.
Inner Side Room
Room (13'-0" x 10'-8")
-Long Side
-Short Side
Room (13'-0" x 10'-10")
-Long Side
-Short Side
Kitchen Room (6'-8" x 5'-10")
-Long Side
-Short Side
Room (13'-6" x 10'-10")
-Long Side
-Short Side
Toilet (8'-6" x 5'-6")
-Long Side
-Short Side
2 x 3
2 x 3
2 x 2
2 x 2
2 x 3
2 x 3
2 x 2
2 x 2
2 x 3
2 x 3
3.962
3.251
3.962
3.302
2.032
1.778
4.115
3.302
2.590
1.676
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
---------
---------
---------
---------
---------
---------
---------
---------
---------
---------
65.206
53.505
43.471
36.230
33.443
29.262
45.150
36.230
42.626
27.583
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2

P a g e | 22
(m)
BREADTH
(m)
HEIGHT
(m)
b) Inner Side Passage
Passage (13'-0" x 10'-8"
-Long Side
-Short Side
*Deduct opening*
-Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
-Door (D2) 2'6"x7'0"
2 x 6
2 x 5
1 x 3
2x10
2 x 3
1 x14
1 x 2
1 x 3
1 x 1
3.962
3.251
1.219
0.914
0.762
1.829
1.219
0.914
0.914
---------
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
0.229
0.101
0.101
0.229
0.229
0.229
0.229
130.413
89.175
-0.837
-1.846
-0.462
-5.864
-0.558
-0.628
-0.209
m2
m2
m2
m2
m2
m2
m2
m2
m2
Total 621.890 m2
c) Outer Side Room
 Ground and First Floor
 Along 1-1 to 4-4
-Long Side
-Short Side
 Along 4-4 to 5-5 (Parapet)
-Long Side
-Short Side
 Second Floor
 Along A-A to C-C
- Long Side
-Short Side
 Parapet
-1st
Floor
-2nd
floor excluding Roof
2 x 2
2 x 2
1 x 1
2 x 1
2 x 1
2 x 1
1
1
9.931
8.890
3.581
1.829
8.407
5.258
31.013
7.391
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
0.381
0.381
2.743
2.743
0.381
0.381
108.963
97.541
1.363
1.394
46.121
28.845
11.816
2.816
m2
m2
m2
m2
m2
m2
m2
m2
32' - 7" x 29' - 2"
Parapet ht. of plaster1
feet 3 inch only
11' - 9" x 6' - 0"
27' - 7" x 17' - 3"
excluding Balcony
Parapet ht. of plaster1
feet 3 inch only

P a g e | 23
(m)
BREADTH
(m)
HEIGHT
(m)
*Deduct*
-11 feet 9 inch Gate
-Chain Gate of 5'6"x9'0"
-Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
1
1
2
5
14
2
3
1
3.581
1.676
1.219
0.914
1.829
1.219
0.914
0.914
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
2.134
2.134
1.371
1.371
0.914
7.518
-9.823
-4.597
-5.203
-9.752
-35.106
-3.342
-2.506
-6.871
m2
m2
m2
m2
m2
m2
m2
m2
Total 288.455 m2
7.
a)
Painting Works.
Inner Side Room
Room (13'-0" x 10'-8")
-Long Side
-Short Side
Room (13'-0" x 10'-10")
-Long Side
-Short Side
Kitchen Room (6'-8" x 5'-10")
-Long Side
-Short Side
Room (13'-6" x 10'-10")
-Long Side
-Short Side
Toilet (8'-6" x 5'-6")
-Long Side
-Short Side
2 x 3
2 x 3
2 x 2
2 x 2
2 x 3
2 x 3
2 x 2
2 x 2
2 x 3
2 x 3
3.962
3.251
3.962
3.302
2.032
1.778
4.115
3.302
2.590
1.676
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
2.743
---------
---------
---------
---------
---------
---------
---------
---------
---------
---------
65.206
53.505
43.471
36.230
33.443
29.262
45.150
36.230
42.626
27.583
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2

P a g e | 24
(m)
BREADTH
(m)
HEIGHT
(m)
b) Inner Side Passage
Passage (13'-0" x 10'-8"
-Long Side
-Short Side
*Deduct opening*
-Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
-Door (D2) 2'6"x7'0"
2 x 6
2 x 5
1 x 3
2x10
2 x 3
1 x14
1 x 2
1 x 3
1 x 1
3.962
3.251
1.219
0.914
0.762
1.829
1.219
0.914
0.914
---------
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
0.229
0.101
0.101
0.229
0.229
0.229
0.229
130.413
89.175
-0.837
-1.846
-0.462
-5.864
-0.558
-0.628
-0.209
m2
m2
m2
m2
m2
m2
m2
m2
m2
Total 621.890 m2
c) Outer Side Room
 Ground and First Floor
 Along 1-1 to 4-4
-Long Side
-Short Side
 Along 4-4 to 5-5 (Parapet)
-Long Side
-Short Side
 Second Floor
 Along A-A to C-C
- Long Side
-Short Side
 Parapet
-1st
Floor
-2nd
floor excluding Roof
2 x 2
2 x 2
1 x 1
2 x 1
2 x 1
2 x 1
1
1
9.931
8.890
3.581
1.829
8.407
5.258
31.013
7.391
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
0.381
0.381
2.743
2.743
0.381
0.381
108.963
97.541
1.363
1.394
46.121
28.845
11.816
2.816
m2
m2
m2
m2
m2
m2
m2
m2
32' - 7" x 29' - 2"
Parapet ht. of painting1
feet 3 inch only
11' - 9" x 6' - 0"
27' - 7" x 17' - 3"
excluding Balcony
Parapet ht. of painting1
feet 3 inch only

P a g e | 25
(m)
BREADTH
(m)
HEIGHT
(m)
*Deduct*
-11 feet 9 inch Gate
-Chain Gate of 5'6"x9'0"
-Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
1
1
2
5
14
2
3
1
3.581
1.676
1.219
0.914
1.829
1.219
0.914
0.914
---------
---------
---------
---------
---------
---------
---------
---------
2.743
2.743
2.134
2.134
1.371
1.371
0.914
7.518
-9.823
-4.597
-5.203
-9.752
-35.106
-3.342
-2.506
-6.871
m2
m2
m2
m2
m2
m2
m2
m2
Total 288.455 m2
8.
a)
R.C.C work excluding Steel for
Staircase
Dog legged Staircase
-Inclined Portion
-Landing
6
3
1.981
1.168
1.000
2.134
0.127
0.127
1.510
0.950
m3
m3
Density of steel 78.5
q/cm
-Steps 30 𝟏
𝟐
x 0.254 x 0.203 0.254 0.773 m3
b) Normal Staircase
-Inclined Portion 1 2.794 0.914 0.127 0.324 m3
-Steps 11 𝟏
𝟐
x 0.229 x 0.254 0.229 0.073 m3
Total 3.630 m3
c) RCC Staircase Slab- @0.8% 1 (3.630 x 0.8)/100 x 78.5 2.280 q
9. Openings Chaukhat
 Door(D) of 4'0"x7'0"
 Horizontal
 Vertical
 Door (D1) 3'0"x7'0"
 Horizontal
 Vertical
2 x 1
2 x 2
14x1
14x2
1.219
2.134
0.914
2.134
0.102
0.102
0.102
0.102
0.076
0.076
0.076
0.076
0.019
0.066
0.099
0.463
m3
m3
m3
m3

P a g e | 26
(m)
BREADTH
(m)
HEIGHT
(m)
 Door (D2) 2'6"x7'0"
 Horizontal
 Vertical
 Window(W1) of 6'0"x4’6"
 Horizontal
 Vertical
 Window(W2) of 4'0"x4’6"
 Horizontal
 Vertical
 Ventilation (V1) of 3'0"x 3'0"
 Horizontal
 Vertical
 Ventilation (V2) of 3'0"x 21'8"
 Horizontal
 Vertical
3 x 1
3 x 2
14x2
14x4
2 x 2
2 x 3
6 x 2
6 x 2
1x12
1 x 3
0.762
2.134
1.829
1.372
1.219
1.372
0.914
0.914
0.660
6.604
0.102
0.102
0.102
0.102
0.102
0.102
0.102
0.102
0.102
0.102
0.076
0.076
0.076
0.076
0.076
0.076
0.076
0.076
0.076
0.076
0.018
0.099
0.397
0.596
0.038
0.064
0.085
0.085
0.061
0.154
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
Total 2.244 m3
10. Panel Shutter
-Door(D) of 4'0"x7'0"
-Door (D1) 3'0"x7'0"
-Door (D2) 2'6"x7'0"
2
14
3
14
2
6
2.057
2.057
2.057
1.524
0.990
0.762
1.067
0.762
0.610
1.219
1.219
0.762
----------
----------
----------
----------
----------
----------
4.390
21.944
3.764
26.008
2.414
3.484
m2
m2
m2
m2
m2
m2
Total 62.004 m2

P a g e | 22
A Report of Major Project Prepared By: Suman Jyoti
1.8 Comments and Conclusion
We should adopt design is easiest and the estimated cost of the building was done to
make most economical to being purposed building comfortable, safe and durable. All Design
Criteria like Norms, Specification, and Legal policies are follow while designing of Buildings.

P a g e | 23
Chapter Two
Water Supply and Sanitary
2.1 Overview of Water Supply:
2.1.1 Water Supply:
Water supply is the provision of water by public utilities commercial organizations,
community endeavors or by individuals, usually via a system of pumps and pipes. Irrigation is
covered separately. It is the process of self-provision or provision by third parties in
the water industry, commonly a public utility, of water resources of various qualities to
different users.
2.1.2 Methods of water supply:
a. Continuous System
-If the water is supplied to the consumer for all 24hrs from a system.
Advantages: Water is available in every time, We get fresh water every time, Adequate
water anytime for fire-fighting.
Disadvantages: More wastage of water, large volume wastage during leakage.
b. Intermittent System
-If water is supplied to the consumer’s only during fixed hours of a day.
Advantages: Useful in the place where sufficient quantity is not available, Repairing
can be done during non-supply hours, leakage does not cause large lost.
Disadvantages: No sufficient supply of water, Consumer has to be alert during
distribution time, large no. of valves are required to maintain this system.
2.1.3 General Importance of Water:
 No life can exist without water.
 It is as essential for life as air is.
 Two- third of human body is constituted of water.
 Provides luxuries and comforts to human beings.
2.1.4 Objectives of Water Supply:
 To supply safe and wholesome water to consumers/ community.
 To supply water in sufficient quantities.
 To supply water at convenient points and timings.
 To supply water at reasonable cost to the users.
 To encourage personal and house hold cleanliness of users.
2.1.5 Water and its necessity for Life
Water is one of the most important substances on earth. It is one of the basic survival
needs of living things. All plants and animals must have water to survive. If there was no
water, there would have not been life on earth. Apart from drinking people need water for
plenty of other uses.
In adjacent to this, our hygiene is also highly related with that of the liquid called
substance called H2O (Water). It is uncommon to wash our face or body with other liquids

P a g e | 24
such as gas or alcoholic drinks. So water did not have any other competitor in keeping our
hygiene, beauty, healthiness and much more.
Still water is needed to grow plants and it is also the dominant facilitator on supplying
and donating the released oxygen and help us being able to breath clean and comfy air. And
still again water is the potential source of power.
There are two main water supplies that we can access water from; surface and ground.
Surface water supply includes water from the lakes, reservoirs, rivers and streams. These
water bodies are formed from direct rain, runoffs and springs. Ground water is taken out deep
from the ground. Source of water in different parts of the world may comprise of springs,
lakes, seas, rivers, and small ponds as well.
2.1.6 Various work of water supply:
2.2 Overview of Sanitary System:
2.2.1 Defination Terms:
a) Sanitary: Sanitary is a relating to the conditions that affect hygiene and health,
especially the supply of sewage facilities and clean drinking water. Sanitary refers more
especially to conditions affecting health or measures for guarding against infection or disease:
to insure sanitary conditions in preparing food.
b) Sanitation: Sanitation is the process of keeping places clean and healthy,
especially by providing a sewage system and a clean water supply.
c) Sanitary Engineering: It is the branch of public health and environmental
engineering which studied about scientific and methodical collection, conveyance, treatment
and disposal of waste material so that environment can be protected from pollution and public
health can be protected from injurious substances.
2.3 Sewers:
Sewers are underground pipes or conduits which carry sewage to the point of discharge.

P a g e | 25
2.3.1 Design criteria of sewers:
As sewage contains 99.9% liquid and 0.1% solid, its design is similar to water supply
pipe but the flow takes places under gravity. The following are the design criteria of
sewers:
a. Sewage quantity:
Determine the quantity of sanitary and storm sewage considering suitable design
period and future population. Normally, 25-30 years is considered for design period.
Population forecast as describe in water supply in water supply engineering and
estimated quantity of sanitary and storm sewage is done as described in sanitary
engineering.
b. Sewerage System:
Separate, combined and partially separated system is required to select. Generally
separate system is considered in the design. For separate system design is done
separately for 𝑸𝒔𝒂 and 𝑸𝒔𝒕. For partial separate system, storm water only from roof,
pavement and yards, are with 𝑸𝒔𝒂 in one sewer and other storm water is drained
separately.
c. Type and shape of sewer:
The closed type of sewer is used for sanitary sewage and may be open for storm flow.
Generally, circular shape sewer is used for closed sewer and rectangular sewer is used
for open sewers.
d. Sewer size range:
Sewer size should not be less than 15cm diameter but recommended is ϕ = 20cm. The
maximum available size is 3m.
e. Sewer gradient:
The sewer gradient are selected as per site condition. The minimum gradient should
be such that self-cleansing velocity is achieved and maximum gradient should be such
that velocity is does not exceed to non-scouring velocity. Minimum gradient should
be 1:100 (1%) and maximum gradient should be 1:20 (5%).
f. Sewer are design to flow to 2/3 full as pick or maximum discharge. The sufficient
free board is used in open storms drains.
g. Self-cleansing Velocity:
It is the minimum velocity at which solid particles will remain in suspension without settling
at bottom of sewer. The designed velocity of flow should not be less than self-cleansing
velocity of peak flow. It is normally 0.6 to 0.9 m/s for separate system and 0.75 m/s for
combined system. Self-cleansing velocity is found by Shield’s Formula:
𝑽𝒔 = √
𝟖 𝑲
𝒇
(𝑮𝒔 − 𝟏). 𝒈. 𝒅𝒔 in m/s 𝑤ℎ𝑒𝑟𝑒,
K = A dimensionless constant depends upon characteristics of solid and taken as 0.04 to 0.8.
f = Darcy’s friction factor taken as 0.03.
𝐺𝑠 = Specific gravity of solids in sewage ranges 1.2 to 2.65.
𝑑𝑠 = diameter of solid particles in sewage in meter.
Self-cleansing velocity of different diameter of sewers are:-
S.N Sewer diameter (cm) Self-cleansing Velocity (m/s)
1. 15-25 1.00
2. 30-60 0.75
3. > 60 0.60

P a g e | 26
2.4 Septic Tank
It is a tank, typically underground, in which sewage is collected and allowed to
decompose through bacterial activity before draining by means of a soak away.
A septic tank is an underwater sedimentation tank used for wastewater treatment
through the process of biological decomposition and drainage. Septic tanks allow a safe
disposal of wastewater and hence are widely popular in areas that have a poor drainage
system or are off the mains sewage network.
2.4.1 Construction Procedure:
 It is a rectangular in plan with minimum width of 0.75 meter, length usually 2-4
times the breadth.
 For smaller tanks liquid depth of 100 cm is provided for large tanks it may be up
to 180 cm, free board of 0.3 m to 0.45 m is provided.
 Single elbow or T-Shaped outlet pipe is provided.
 The baffle wall is usually placed 30 cm from the inlet pipe and remains 15 cm
above and 30 cm below the liquid level.
 Usually RCC slab with C.I manhole cover is provided.
 Ventilation pie is provided for taking out the foul smells. It is usually 7.5 – 10 cm
diameter of A.C or C.I.
2.4.2 Design criteria of Septic Tank:
 Detention Time (t) = 1-3 days
 Adopt Breadth (B) = 0.75 – 4 meter
 Depth (D) = 1 - 1.8 meter
 Free Board (F.B) = 0.3 – 0.45 meter.

𝑳
𝑩
= 2 – 4
 Volume (V) = 𝑽𝟏 +𝑽𝟐 +𝑽𝟑
where,
𝑽𝟏 = Volume of settling/ sedimentation of sewage (Q * E)
𝑽𝟐 = Volume of sludge digestion (0.0425 * N)
𝑽𝟑 = Volume of storage of digested sludge (𝑪𝒅𝒔 * N )
Time Duration 6 months 1 year 2 years 3 years
𝑪𝒅𝒔 0.0283 0.0490 0.0708 0.0850

P a g e | 27
2.4.3 Elevation of
Septic tank
2.4.4 Design of Septic tank for 5 users where sewage flow is 350 liquid per capita day.
Assume necessary data.
Given,
Rate of sewage Flow = 350 lpcd
Assume, Sludge is cleaned 2 in years.
Now,
Volume of settling/ sedimentation of sewage, 𝑽𝟏 = No. of users x rate of sewage flow /1000
𝑽𝟏 = 5 x 350/1000 = 1.75 m3
Volume of sludge digestion, 𝑽𝟐 = 0.0425 x N
𝑽𝟐 = 0.0425 x 5 = 0.2125 m3
Volume of storage of digested sludge, 𝑽𝟑 = 𝐶𝑑𝑠 * N (𝑪𝒅𝒔 = 0.085)
𝑽𝟑 = 0.085 x 5 = 0.425 m3
Total effective Volume (V) = 𝑽𝟏 + 𝑽𝟐 + 𝑽𝟑 = (1.75 +0.2125 + 0.425) =2.388 m3
Here,
Provide depth as 1-1.8m
Take depth (d) = 1.5 m
Area (A) =
𝑉
𝐷
=
2.388
1.5
= 1.592m2
Taking, L = 2B
Now, L x b = A
2B x B = 1.592

P a g e | 28
B = √
𝟏.𝟓𝟗𝟐
𝟐
= 0.892 > 0.75 𝑠𝑜, 𝑜𝑘.
L = 2B = 2 x 0.892 = 1.784 m
Provide Free Board (F.B) = (0.3 to 0.45)
Take, 0.4 m
Then overall depth (D) = 1.5 + 0.4 = 1.9 m
Thus, Provide a Septic Tank of Size = (1.784m x 0.892m x 1.9m) for 5 users.

P a g e | 29
2.5 Soak Pit:
A soak pit or seepage pit is generally circular and it allows effluent from septic tank to
percolate in the soil. Soak pit can be used when ground water table in 2 m below surface. It
is not suitable if soil is thick clay or solid rock. It is economical, stable and high efficient.
The main purpose of soak pit is to dispose the septic tank effluent by absorption in the
surrounding soil.
2.5.1 Construction Procedure:
 Soak pit may be lined or unlined. Unlined pit is filled with bricks, stone aggregates
and sand. So cover is not necessary. But in lined soak pit, is empty inside. But
filled with sand, gravel, aggregate outside and cover is required.
2.5.2 Design Criteria of Soak Pit:
 Dimeter = 0.9 m to 3.5 m
NOTE: Ground water table should be at 2m below the base of soak pit.
 I =
𝟏𝟑𝟎
√𝒕
Where,
I = maximum rate of effluent application in l/m2
/day
t = percolation rate in min/cm.
 Area =
𝑸
𝑰
2.5.3 Design of Soak pit for 5 users of 350 liquid per capita day (lpcd) rate of
sewage flow. Assume necessary data.
Given,
Rate of sewage Flow (Q) = 350 lpcd
No. of users (N) = 5
We have,
I =
𝟏𝟑𝟎
√𝒕
Assume, t = 25 min/cm
i.e. I =
𝟏𝟑𝟎
√𝟐𝟓
26 l/m2
/day
Now, A =
𝑸
𝑰
=
𝟏𝟕𝟓𝟎
𝟐𝟔
= 67.308 m2
(where Q = 350 x 5 = 1750 l/day from septic tank)
Provide Depth = 1 m to 2.5 m
Take depth = 2.0 m
Area (A) = πd2
/4
67.308 = π x d2
/4
Thus, d = 9.25 m
Diameter is Criteria = 0.9 m to 3.5 m
So, adopt 3 soak pit of 3.5 m
Diameter of Soak pit = 3.5m

P a g e | 30
Fig. (b) Plan of Septic tank

P a g e | 31
`
Fig. (b) Plan of Soak Pit

P a g e | 33
Council for Technical Educational and Vocational Training (CTEVT)
QUANTITY ESTIMATION OF SEPTIC TANK AND SOAK PIT
Location: Madan Ashrit Memorial Technical School
Gothatar, Kathmandu
Observer: Group D
Estimated by: Suman Jyoti
S.N PARTICULARAS OF
ITEM
NO LENGTH
(m)
BREADTH
(m)
HEIGHT
(m)
1.
a)
Earthwork in Excavation
Septic Tank 1 2.46 1.63 1.75 7.017 m3
L = 1.66+0.4=2.46, B = 0.83+0.4=1.63
H = 0.30+1.20+0.05+0.20 = 1.75 m
b) Soak pit lower portion 2 𝜋
4
x 3.92 0.20 4.778 m3
D = 3.5 + 0.20+ 0.20 = 3.9
c) Soak pit up to 2m depth 2 𝜋
4
x 4.52 2.00 63.617 m3
D = 3.5+0.2+0.2+ 0.15+0.15+0.15+0.15
Total 75.412 m3
2.
a)
Cement Concrete 1:3:6
Floor and Foundation 1 2.46 1.63 0.20 0.802 m3
b) Sloping Floor 1 (1/2 x 1.66 x 0.1) 0.90 0.075 m3
Total 0.877 m3
3.
a)
1st Class Brickwork 1:4
mortar in Septic Tank.
Long Wall
-1st
Step
-2nd
Step
2
2
2.26
2.06
0.30
0.20
0.60
0.95
0.814
0.783
m3
m3
L = 1.66+0.30+0.30 = 2.26
L = 1.66+0.20+0.20 = 2.06
H = 1.2+0.05+0.30-0.60 = 0.95
b) Short Wall
-1st
Step
-2nd
Step
2
2
0.83
0.83
0.30
0.20
0.60
0.95
0.299
0.315
m3
m3
Total 2.211 m3
4.
a)
b)
2nd
Class Brickwork 1:6
mortar in Soak Pit
-Upper Portion
-Lower Portion
4
4
π x 3.7
π x 3.7
0.2
0.2
0.5
0.2
4.650
1.860
m3
m3
Total Q = 6.510 m
L = π, D = 3.5+0.1+0.1 = 3.7m
Here, D = 20/2 = 10 cm = 0.1m

P a g e | 34
S.N PARTICULARAS OF
ITEM
NO LENGTH
(m)
BREADTH
(m)
HEIGHT
(m)
5. 2nd
Class Dry Brickwork
for Soak Pit 4 π x 3.7 0.2 2 18.598 m3
6.
a)
Pre-Cast R.C.C Work
Roof cover slab for Septic
Tank 1 2.060 1.230 0.075 0.190 m3
L = 1.66+0.2+0.2 = 2.06 m
B = 0.83+0.2+0.2 = 1.23 m
b) Roof cover slab soak pit 2 𝜋
4
x 3.92 0.075 7.168 m3
D = 3.5+0.2+0.2 = 3.9 m
c) Baffle wall in Septic tank 1 0.930 0.040 0.450 0.017 m3
L = 1.66+0.2+0.2, B = 0.83+0.2+0.2
D = 0.30+0.15 = 0.45 m
Total 7.375 m3
7.
a)
b)
12 mm thick 1:3 cement
Plaster work
Long Wall
Short Wall
2
2
1.66
0.83
----
----
1.500
1.500
4.980
2.490
m2
m2
Total 7.470 m2
8. 20 mm thick Cement
Plaster 1 1.660 0.830 ---- 1.378 m2

P a g e | 33
Chapter Three
Highway
3.1 Introduction
Road is an important infrastructure for development. It occupies a pivotal position in the growth
of developing countries.
The advantage becomes particularly evident when planning the communications
system in hilly regions & sparsely populated areas. Road transport offers quick & assured
deliveries, a flexible service free from fixed schedules, door to door service, permits simpler
packing, has a high employment potential etc. The safe, efficient and economic operation of a
highway is governed to a large extent by the care with which the geometric design has been
worked out. Geometric design includes the design elements of horizontal & vertical alignment,
sight distance, X-section components, lateral & vertical clearances, control of access, etc. The
general guide-lines in selecting the alignment & locating route are:
 Should handle the traffic most efficiently & serve inhabited localities.
 Should have minimum Gradients & curvature, necessary for terrain.
 Should involve least impact on the environment.
 Should be located along the edge of properties. In case of hill road,
 Should attain change in elevation by adopting ruling gradient in most of length.
 Should avoid unstable hill features & areas prone to landslides.
 Should avoid steep terrain.
 Should avoid hair-pin bends.
 Should align preferably on the side of hill exposed to sun during winter.
 Should avoid deep cuttings & costly tunnels.
 Should develop alignment to suit obligatory points like passes, saddles, valleys,
crossing points of major rivers.
In short, road should be short, easy, safe and economic as far as possible. Roads are specially
prepared ways between different places for the use of vehicles, people & animals. In countries
like Nepal, where there are less chances of airways& almost negligible chances of waterway, roads
formamajorpartofthetransportation system. Therefore, it would not be an exaggeration in saying
that the roads have an almost importance.
3.2 Road Pavement
Pavement:
Pavement is the artificially covered surface of a public through-fare or sidewalk. The primary
function of pavement is to transmit loads to the sub-base and underlying soil, that will bear
travel.
A road pavement or surface is the durable surface material laid down on an area intended to
sustain vehicular or for traffic, such as a road or walkway.
3.2.1 Types of Pavement:
Pavement can be divided into 3 major parts:

P a g e | 34
1. Flexible Pavement: Wheels loads are transported by grain to grain contact of aggregate
through granular structure. The flexible pavement having less flexural strength acts like
a flexible sheet. Flexible pavement consists of number of layers. For exe. Bitumenious
Road.
2. Rigid Pavement: Wheel loads are transport to subgrade soil by flexural strength of
pavement which act as a rigid plate. For exe. Cement Concrete Road.
3. Composite Pavement: A thin layer of flexible pavement over rigid pavement. It is an
Ideal pavement with most durable characteristics.
3.2.2 Functions of Pavement Structures:
a) Surface Coarse
Surface coarse is a layer directly in contact with traffic load and generally contains
superior quality materials. They are usually constructed with dense graded asphalt
concrete.
Following are the functions of surface coarse:
- It provides characteristics such as friction, smoothness, drainage etc.
- Also, it prevents the entrance of surface water into the underlying layers.
- It most be tough to resist the distortion under traffic and provide a smooth and skid
resistance riding surface.
- To protect the entire base and sub-grade from weakening effect of water.
b) Base Coarse
The base course is the layer of material immediately beneath the surface coarse and
provides additional load distribution and contributes to sub-surface drainage. It may
composed of crushed stone, crushed slag and other untreated or stabilized material.
c) Sub-base Coarse
It is the layer of material beneath base coarse having primary function to provide
structural support, improve drainage and reduced the movement of fines from sub-grade
of pavement.
d) Sub-grade Coarse
The top soil or sub-grade is the layer of natural soil prepared to receive the stress from
layers above. It is essentials that at no time soil sub-grade is over-stress. It should be
compacted to desireable density near optimum moisture content. (OMC)
3.2.3 Elements of Road Pavement:
a) Camber: Camber is the cross slope provided to raise middle of the road surface in the
transverse direction to drain off rain water from road surface. The objectives of
providing camber are:
 Surface protection especially for gravel and bituminous roads
 Sub-grade protection by proper drainage
 Quick drying of pavement which in turn increases safety
b) Gradient: In terms of the vertical alignment of a road, one of the primary design
parameters is gradient. The slope of the grade between two adjacent Vertical Points of
Intersection (VPI), typically expressed in percentage form as the vertical rise or fall
along the center line of road

P a g e | 35
c) Super elevation: To counter-act the effect of centrifugal force and reduce the
tendency of vehicle to overturn and to skid laterally outwards, pavement outer edge is
raised with respect to inner edge. Thus, providing a transverse slope is known as Super
elevation. It is represented by “e”.
3.3 Curves:
Curves are generally used on highways and railways where it is necessary to change the
direction of motion. A curve may be circular, parabola or spiral and is always tangential to two
straight directions. Circular curves may be simple, compound, & reverse.
1. Simple Circular Curves:
A simple circular curve is the curve, which consists of a single arc of a circle. It is tangential
to both the straight lines. The elements of simple circular curves are tangent length, external
distance, length of curve, length of long chord, mid-ordinate. The notations used are back
tangent, forward tangent, point of intersection, point of curve, point of tangency, external
deflection angle, normal chord, sub chord etc. The sharpness of the curve is either designated
by its radius or by its degree of curvature. Setting out of curves can be done by two methods
depending upon the instrument used.
i) Linear method: In this method, only a chain or a tape is used. Linear methods are
used when a high degree of accuracy is not required and the curve is short.
ii) ii) Angular method: In this method, an instrument like Theodolite is used with
or without chain or tape. Before a curve is set out, it is essential to locate the tangents,
point of intersection, point of curves and point of tangent.
1. Vertical Curves:
A vertical curve is used to join two intersecting grade lines of railways, highways or other
routes to smooth out the chainage in vertical motion .The vertical curve contributes to the
safety, increase sight distance , give comfort in driving and have a good appearance. A grade,
which is expressed as percentage or 1 vertical in N horizontal, is said
to be upgrade or + ve grade when elevation along it increases, while it is termed as
downgrade or -ve grade when the elevation decreases along the direction of motion.
The vertical curves may be of following types:
 Summit curve: It is formed when an upgrade followed by a downgrade, an upgrade
followed by another upgrade, a down grade followed by another down grade.
 Valley curve: It is formed when a down grade followed by an upgrade, an upgrade
followed by another upgrade, a down grade followed by another down grade. In vertical
curve all distance along the curve are measured horizontally and all offsets from the
tangent to the curve are measured vertically. The methods for setting out vertical curve
are:
 The tangent correction method
 Elevation by chord gradient method
 Co-ordinate method
We can use the tangent correction method for setting of curve.
2. Transition Curves:
Transition curve is a curve of varying radius introduced between a straight line and a circular
curve. While the vehicle moves on the straight line of infinite radius to the curve of finite radius,
the passenger feels uncomfortable and even the vehicle may overturn. This is due to the causes
of the centrifugal force couple with the inertia of the vehicle .To avoid these effects , a curve of
changing radius must be introduced between the straight and the circular curve, which is known
as the transition curve. The main functions of the transition curve are as follows:

P a g e | 36
 To accomplish gradually the transition curve from the tangent to the circular curve, so
that the curvature increased gradually from zero to a specific value.
 To provide a medium for the gradual introduction or change of required super elevation.
3.4 Equipment required:
The equipment used in the survey of road alignment were as follows:
 Theodolite with Tripod Stand
 Tape/ Chain
 Auto Level with Tripod Stand
 Ranging rod
 Staff/Stadia Rods
 Pegs/Arrows and Hammer
 Prismatic Compass with Stand.
 Marker or Enamel
3.5 Norms (Technical Specifications):
Recci alignment selection was carried out of the road corridor considering permissible gradient,
obligatory points, bridge site and geometry of tentative horizontal and vertical curves.
The road setting horizontal curve, cross sectional detail in 20m interval and longitudinal
profile were prepared.
While performing the road alignment survey, the following norms were strictly followed:
 The road had to be designed starting at the side of Bridge and ending Near tower 3
 If the external deflection angle at the I.P. of the road is less than 3°, curves need not be
fitted.
 Simple horizontal curves had to be laid out where the road changed its direction,
determining and pegging three points on the curve - the beginning of the curve, the
middle point of the curve and the end of the curve along the centerline of the road.
 The radius of the curve had to be chosen such that it was convenient and safe i.e. not
less than 12 m radius.
 The gradient of the road had to be maintained below 8%.
 Cross sections had to be taken at 20 m intervals and at the beginning, middle and end
of the curve, along the centerline of the road - observations being taken for at least 3m
and 6m on either side of the centerline. If undulations are there then section at that
place should be taken.
 The amount of cutting and filling required for the road construction had to be
determined from the L-Section and the cross sections. However, the volume of cutting
had to be roughly equal to the volume of filling.
Design parameters:
The design standards are adopted according to Nepal road standard. The design parameters are
as follows:
S.N Design Parameters Adopted Values
1 Type of Road Two lane Black topped
2 Minimum radius in horizontal curve (m) 15
3 Maximum gradient (%) 12
4 Minimum gradient (%) 1

P a g e | 37
5 Side slope of cutting 1:1
6 Side slope of embankment 1:1.5
3.6 Methodology:
1. Reconnaissance:
First of all reconnaissance were done by walking through the purposed road alignment,
where the actual alignment of road has to be run. After this pegging was done on the
proper position for instrument station for traversing ensuring that the preceding and succeeding
pegs were visible and simultaneously pegs were marked.
2.HorizontalAlignment:
The locations of the simple horizontal curves were determined carefully considering
factors like the stability of the area, enough space for the turning radius, etc. The I.P.s was fixed
so that the gradient of the road at any place was less than 7%. After determining the I.P.s for
the road, theodolite was stationed at each I.P. and the deflection angles measured. The distance
between one I.P. and another was measured by two way taping.
The horizontal curves were set out by angular methods using theodolite at I.P. and tape.
Horizontal alignment is done for fixing the road direction in horizontal plane. For this, the
bearing of initial line connecting two initial stations was measured using compass. The interior
angles were observed using Theodolite at each IP and then deflection angles were calculated.
Deflection angle = (360 or 180) - observed angle
Fig: Simple circular horizontal curve
Where,
BC: Beginning of curve
EC: End of curve
MC: Midpoint of curve
IP: Apex distance
If +ve, the survey line deflects right (clockwise) with the prolongation of preceding line and
deflects left if –ve (anti-clockwise). The radius was assumed according to the deflection angle.
Then the tangent length, EC, BC, apex distance along with their chainage were found by using
following formulae,
Tangent length (T L) = R x tan (/2)
Length of curve (L.C) = 3.142 x R x /180
Apex distance = R x 1/ (Cos (/2)-1)
Chainage of BC = Chainage of IP – Tangent Length
Chainage of MC = Chainage of BC +Length of Curve/2
Chainage of EC = Chainage of MC + Length of Curve/2
The BC and EC points were located along the line by measuring the tangent length
from the apex and the points were marked distinctly. The radius was chosen such that the
tangent does not overlap. The apex was fixed at the length of apex distance from IP along the
line bisecting the interior angle.
R
Tangent Length, BC1IP = R Tan /2
Apex distance, IPMC1= R(sec/2-1)
Length of chord, BC1MC1EC1=2RSin/2
IPBC= IPEC: Tangent length
 : External deflection angle
R: Radius of curve

E
O
B
I

P a g e | 38
3. Topographic survey
Topographic survey of road corridor was done by taking the deflection angle at each point
where two straight roads meet. The chainage of intersection point, tangent point and middle
points were also taken by linear measurements and applying formula. The staff readings of
each of these points were also taken. The staff points were chosen at every change of slope,
important feature, existing electrical pole etc.
4. Vertical Alignment
Vertical profile of the Road alignment is known by the vertical alignment. In the L-section of
the Road alignment, vertical alignment was fixed with maximum gradient of 12 %. According
to Nepal Road Standard, the minimum gradient of road is about 1% so as to facilitate the flow
of drainage to specified direction. However the maximum of 12% was taken wherever not
possible.
5. Leveling:
The method of fly leveling was applied in transferring the level from the given T.B.M.toallthe
I.Ps.The R.L.ofbeginnings, mid points and ends ofthe curves as well as to the points along the center
line of the road where the cross sections were taken, are taken by tachometry.
 The R.L. of the B.M. near the college gates of MAMTS was given to be 1352m.
 The method of fly leveling was applied in transferring the level from the given B.M.
to all the I.Ps, beginnings, mid points and ends of the curves as well as to the points
along the center line of the road where the cross sections were taken.
 After completing the work of one way leveling on the entire length of the road, fly
leveling was done making a closed link for check and adjustment.
 The difference in the R.L. of the B.M. before and after forming the loops is less than
25√ k mm, where k is the total distance in km.
6. Longitudinal section:
For the longitudinal section of the road the staff reading was taken at the interval of every 20m
along the centerline of the road. Besides, these staff readings at beginning of the curve, ending
of the curve and apex were also taken. The RL of each point were calculated. For the
longitudinal section of the road the staff reading was taken at the interval of every 20m along the
centerline of the road.
 The staff readings at beginning of the curve, ending of the curve and apex were also taken.
 The RL of each point were calculated.
 The profile was plotted on the graph at the horizontal scale of 1:1000 and vertical scale of
1:100; chainage of each point along the horizontal direction and RL in the vertical direction.
7. Cross-section:
Cross section was run at right angles to the longitudinal profile at 20 m interval on either side
up to 10m distances wherever possible. For this, staffs reading of respective points were taken
using theodolite.
 Cross section was run at right angles to the longitudinal profile on either side up to 6m distances
wherever possible.
 The change in the slope was directly measured using the staff intercept made by the horizontal
tape i.e. the stepping method.
 Cross-section was plotted on graph where
-Horizontal scale =1:500
-Vertical scale =1:200

P a g e | 39
3.7 Calculation:
Distance measurement Sheet
MAJOR PROJECT – 2018
Observer:- Suman Jyoti Date:- 2018-April-02
Booker:- Anita Chapagain Location:- MAMTS (Gotahatar, Kathmandu)
S.N Station Distances (m) Total
length
Mean
length
Error
(m)
Precision Remarks
From To
1. 𝐼𝑃0 𝐼𝑃1 5.730+8.810 14.540
14.541 0.002 1 in 7270.5
𝐼𝑃1 𝐼𝑃0 7.160+7.382 14.542
2. 𝐼𝑃1 𝐼𝑃2 8.210+9.316+11.244+15.5
70+10.542+11.770 66.652
66.647 0.010 1 in 6664.7
𝐼𝑃2 𝐼𝑃1 10.380+12.500+7.840+13.
320+9.362+13.240
66.642
3. 𝐼𝑃2 𝐼𝑃3 7.350+10.582 17.932
17.936 0.003 1 in 5978.7
𝐼𝑃3 𝐼𝑃2 8.780+9.160 17.940
4.
𝐼𝑃3 𝐼𝑃4 7.782+13.160+7.700+9.05 37.692
37.690 0.004 1 in 9422.5
𝐼𝑃4 𝐼𝑃3 12.32+7.88+10.838+6.65 37.688
5. 𝐼𝑃4 𝐼𝑃5 5.630+5.000 10.630
10.628 0.004 1 in 2657.0
𝐼𝑃5 𝐼𝑃4 6.258+4.368 10.626
6. 𝐼𝑃5 𝐼𝑃6 11.202+13.700+9.476 34.378
34.374 0.009 1 in 3819.3
𝐼𝑃6 𝐼𝑃5 8.634+14.255+11.480 34.369
7. 𝐼𝑃6 𝐼𝑃7 11.250+12.924+15.420 39.594
39.596 0.004 1 in 9899.0
𝐼𝑃7 𝐼𝑃6 13.368+12.250+13.980 39.598
8.
𝐼𝑃7 𝐼𝑃8 14.670+8.786+9.260+14.6
00+12.686+9.940+10.672 80.614
80.606 0.016 1 in 5037.9
𝐼𝑃8 𝐼𝑃7 11.350+9.32+12.350+10.6
80+14.258+8.660+13.980 80.598
9. 𝐼𝑃8 𝐼𝑃9 9.778+6.084+10.660+10.7
72+9.682 46.976
46.960 0.032 1 in 1467.5
𝐼𝑃9 𝐼𝑃8 7.320+10.430+8.846+10.5
62+9.786 46.944
10. 𝐼𝑃9 𝐼𝑃10 6.242+10.318+9.520 26.080
26.076 0.008 1 in 3259.5
𝐼𝑃10 𝐼𝑃9 8.742+9.150+8.180 26.072
11. 𝐼𝑃10 𝐼𝑃11 12.980+11.600 24.580
24.582 0.004 1 in 6145.5
𝐼𝑃11 𝐼𝑃10 10.356+14.228 24.584
12. 𝐼𝑃11 𝐼𝑃12 11.494+15.494+14.714 41.702
41.692 0.020 1 in 2084.6
𝐼𝑃12 𝐼𝑃11 13.242+14.680+13.760 41.682
13. 𝐼𝑃12 𝐼𝑃13 9.122+8.254+12.410 29.786
29.784 0.005 1 in 5956.8
𝐼𝑃13 𝐼𝑃12 10.450+10.346+8.985 29.781
14. 𝐼𝑃13 𝐼𝑃14 7.840+8.780+12.554+8.89
6+9.142+6.602 53.814
53.835 0.043 1 in1252.0
𝐼𝑃14 𝐼𝑃13 11.750+6.085+10.364+8.9
76+7.752+8.930
53.857
15. 𝐼𝑃14 𝐼𝑃15 10.340+7.770 18.110
18.102 0.016 1 in 1131.4
𝐼𝑃15 𝐼𝑃14 9.354+8.740 18.094
16.
𝐼𝑃15 𝐼𝑃16 10.900+6.400 17.300
17.297 0.006 1 in 2882.8
𝐼𝑃16 𝐼𝑃15 8.384+8.910 17.294
17. 𝐼𝑃16 𝐼𝑃17 7.260+10.620+10.660 28.540
28.536 0.008 1 in 3567.0
𝐼𝑃17 𝐼𝑃16 9.772+8.260+10.500 28.532
18. 𝐼𝑃17 𝐼𝑃18 7.240+9.990 17.230
17.224 0.012 1 in 1435.3
𝐼𝑃18 𝐼𝑃17 7.242+9.976 17.218
19. 𝐼𝑃18 𝐼𝑃19 9.136+10.78+11.116+8.68 39.712
39.713 0.002 1 in 19856
𝐼𝑃19 𝐼𝑃18 12.35+8.670+6.354+12.34 39.714
20.
𝐼𝑃19 𝐼𝑃20 10.270+9.970+8.0+12.586 40.826
40.815 0.022 1 in 1855.2
𝐼𝑃20 𝐼𝑃19 11.23+9.640+7.954+11.98 40.804

P a g e | 40
Distance measurement Sheet
MAJOR PROJECT – 2018
Observer:- Suman Jyoti Date:- 2018-April-02
Booker:- Sujan Shiwakoti Location:- MAMTS (Gotahatar, Kathmandu)
S.N Station Distances (m) Total
length
Mean
length
Error
(m)
Precision Remarks
From To
21. 𝐼𝑃20 𝐼𝑃21 8.712+7.630+12.200 28.542
28.536 0.012 1 in 2378.0
𝐼𝑃21 𝐼𝑃20 10.638+8.242+9.650 28.530
22. 𝐼𝑃21 𝐼𝑃22 7.342+10.8+8.142+11.712 37.996
37.994 0.004 1 in 9498.5
𝐼𝑃22 𝐼𝑃21 6.24+8.65+13.232+9.870 37.992
23. 𝐼𝑃22 𝐼𝑃23 15.674+14.422+8.100+12.
890+16.670 67.756
67.752 0.008 1 in 8469.0
𝐼𝑃23 𝐼𝑃22 13.242+14.138+10.452+1
5.360+14.556 67.748
24. 𝐼𝑃23 𝐼𝑃24 10.910 10.910
10.913 0.006 1 in 1818.8
𝐼𝑃24 𝐼𝑃23 10.886 10.916
25. 𝐼𝑃24 𝐼𝑃25 16.860+7.450+6.676+12.4
50+13.530+9.102+7.136 73.204
73.195 0.018 1 in 4066.4
𝐼𝑃25 𝐼𝑃24 15.234+10.864+8.752+14.
240+12.864+11.232 73.186
26. 𝐼𝑃25 𝐼𝑃26 6.504+5.494+7.182+7.524
+8.51+8.642+9.496+5.018 58.370
58.367 0.006 1 in 9727.8
𝐼𝑃26 𝐼𝑃25 4.326+5.684+8.646+7.39+
10.648+7.654+8.546+5.47 58.364
27. 𝐼𝑃26 𝐼𝑃27 12.370+10.962+9.656+12.
344+15.840 61.172
61.168 0.009 1 in 6796.4
𝐼𝑃27 𝐼𝑃26 13.632+12.354+8.694+11.
755+14.728 61.163

P a g e | 41
Kageshwori Manahara, Kathmandu
Profile and Cross-Section Sheet
MAJOR PROJECT- 2018
Observer:- Sabina Dhungana Date:- 2017- April-08
Booker:- Suman Jyoti Location:- MAMTS (Gotahatar,Kathmandu)
Distance
BS FS
Distance
Height of
Instrument RL Remarks
T M B T M B
TBM 4.0 0.244 0.264 0.284 ------- ------- ------- ------- -------------- 1375.000
1 4.0 1.330 1.310 1.290 1.384 1.364 1.344 4.0 1374.736 1373.372
2 4.3 1.441 1.419 1.398 1.354 1.330 1.304 5.0 1374.682 1373.352
3 0.9 1.298 1.291 1.289 1.472 1.454 1.438 3.4 1374.771 1373.317
𝐼𝑃0
------- ------- ------- ------- 1.243 1.233 1.224 1.9 1374.608 1373.375
𝐼𝑃0
1.9 1.243 1.233 1.224 ------- ------- ------- ------- 1374.608 1373.375
1 5.9 1.142 1.113 1.083 1.121 1.102 1.084 3.7 1374.619 1373.506
2 5.2 1.280 1.254 1.228 1.294 1.269 1.245 4.9 1374.604 1373.350
TBM ------- ------- ------- ------- 0.364 0.398 0.431 6.7 -------------- 1375.002
Total 26.2 29.6
Here,
Total loop distance (k) = 55.8m= 0.0558km
Error 1375.002-1375.000 = 0.002 m = 2 mm
Precision = 25√𝑘 = 25√0.0558 = 5.90 mm

P a g e | 42
ROAD ALIGNMENT SHEET (ROAD SURVEY SHEET)
Observer:-Suman Jyoti Date:- 2017- April-08
Booker:- Anita Chapagain Location:- MAMTS (Gotahatar,Kathmandu)
IP Distance
between
IP (m)
Radius of
Horizontal
Curve (m)
Stati
on
Deflection
Angle (⧍)
Tangent
length
(R tan(⧍/2))
Length of
Curve
((πR⧍)/180)
Mid-ordinate
R(1-cos(⧍/2))
Apex distance
R(sec(⧍/2)-1)
Chainage of BC
(IP-T)
Chainage of MC
(BC+L/2)
Chainage of EC
(BC+L) Remarks
𝑰𝑷𝟎 − 𝑰𝑷𝟏 14.541 15 m 𝑰𝑷𝟏 63°25'10'' 9.268 m 10.603 m 2.240 m 2.632 m 05.273 m 10.575 m 15.876 m
𝑰𝑷𝟏 − 𝑰𝑷𝟐 66.647 25 m 𝑰𝑷𝟐 12°11'10'' 2.669 m 5.317 m 0.141 m 0.142 m 70.586 m 73.245 m 75.903 m
𝑰𝑷𝟐 − 𝑰𝑷𝟑 17.936 12 m 𝑰𝑷𝟑 51°59'40'' 5.852 m 18.890 m 1.214 m 1.350 m 85.318 m 94.413 m 104.208 m
𝑰𝑷𝟑 − 𝑰𝑷𝟒 37.690 15 m 𝑰𝑷𝟒 63°16'10'' 9.240 m 16.564 m 2.229 m 2.618 m 126.806 m 135.088 m 143.370 m
𝑰𝑷𝟒 − 𝑰𝑷𝟓 10.628 ----------- ---- ------------ ----------- ------------ -------------- ------------- ------------- ------------- ---------------
𝑰𝑷𝟓 − 𝑰𝑷𝟔 34.374 15 m 𝑰𝑷𝟔 42°54'00'' 5.890 m 11.231 m 1.116 m 1.116 m 173.242 m 178.858 m 184.473 m
𝑰𝑷𝟔 − 𝑰𝑷𝟕 39.596 30 m 𝑰𝑷𝟕 05°36'00'' 1.467 m 2.932 m 0.036 m 0.036 m 216.712 m 218.178 m 219.644 m
𝑰𝑷𝟕 − 𝑰𝑷𝟖 80.606 15 m 𝑰𝑷𝟖 57°32'20'' 8.236 m 15.060 m 1.850 m 2.112 m 290.547 m 298.077 m 305.607 m
𝑰𝑷𝟖 − 𝑰𝑷𝟗 46.960 12 m 𝑰𝑷𝟗 48°12'20'' 5.368 m 10.096 m 1.046 m 1.146 m 338.963 m 344.011 m 349.059 m
𝑰𝑷𝟗 − 𝑰𝑷𝟏𝟎 26.076 10 m 𝑰𝑷𝟏𝟎 99°06'00'' 11.729 m 17.296 m 3.512 m 5.413 m 358.038 m 366.686 m 375.334 m
𝑰𝑷𝟏𝟎 − 𝑰𝑷𝟏𝟏 24.582 12 m 𝑰𝑷𝟏𝟏 53°27'20'' 6.042 m 11.196 m 1.282 m 1.435 m 382.145 m 387.743 m 393.341 m
𝑰𝑷𝟏𝟏 − 𝑰𝑷𝟏𝟐 41.692 12 m 𝑰𝑷𝟏𝟐 52°45'50'' 5.952 m 11.050 m 1.240 m 1.395 m 423.039 m 428.564 m 434.089 m
𝑰𝑷𝟏𝟐 − 𝑰𝑷𝟏𝟑 29.784 20 m 𝑰𝑷𝟏𝟑 19°12'40'' 3.380 m 6.700 m 0.284 m 0.280 m 454.541 m 457.891 m 461.241 m
𝑰𝑷𝟏𝟑 − 𝑰𝑷𝟏𝟒 53.835 ----------- ---- ------------ ----------- ------------ -------------- ------------- ------------- ------------- ---------------
𝑰𝑷𝟏𝟒 − 𝑰𝑷𝟏𝟓 18.102 15 m 𝑰𝑷𝟏𝟓 49°07'50'' 6.856 m 12.860 m 1.350 m 1.492 m 522.942 m 529.372 m 535.802 m
𝑰𝑷𝟏𝟓 − 𝑰𝑷𝟏𝟔 17.297 12 m 𝑰𝑷𝟏𝟔 30°20'30'' 3.254 m 6.355 m 0.418 m 0.433 m 542.989 m 546.167 m 549.344 m
𝑰𝑷𝟏𝟔 − 𝑰𝑷𝟏𝟕 28.536 ----------- ---- ------------ ----------- ------------ -------------- ------------- ------------- ------------- ---------------
𝑰𝑷𝟏𝟕 − 𝑰𝑷𝟏𝟖 17.224 20 m 𝑰𝑷𝟏𝟖 52°11'00'' 9.794 m 10.930 m 2.038 m 2.270 m 582.056 m 587.521 m 592.986 m
𝑰𝑷𝟏𝟖 − 𝑰𝑷𝟏𝟗 39.713 25 m 𝑰𝑷𝟏𝟗 31°19'20'' 7.010 m 6.560 m 0.928 m 0.963 m 615.895 m 619.175 m 622.455 m
𝑰𝑷𝟏𝟗 − 𝑰𝑷𝟐𝟎 40.815 12 m 𝑰𝑷𝟐𝟎 49°27'40'' 5.527 m 10.360 m 1.100 m 1.212 m 650.733 m 655.913 m 661.093 m
𝑰𝑷𝟐𝟎 − 𝑰𝑷𝟐𝟏 28.536 12 m 𝑰𝑷𝟐𝟏 29°40'00'' 3.170 m 6.213 m 0.400 m 0.414 m 680.932 m 684.039 m 687.145 m
𝑰𝑷𝟐𝟏 − 𝑰𝑷𝟐𝟐 37.994 16 m 𝑰𝑷𝟐𝟐 26°52'00'' 3.821 m 7.503 m 0.438 m 0.450 m 718.148 m 721.900 m 725.651 m
𝑰𝑷𝟐𝟐 − 𝑰𝑷𝟐𝟑 67.752 10 m 𝑰𝑷𝟐𝟑 38°13'10'' 3.465 m 6.670 m 0.551 m 0.583 m 786.117 m 789.452 m 792.787 m
𝑰𝑷𝟐𝟑 − 𝑰𝑷𝟐𝟒 10.913 10 m 𝑰𝑷𝟐𝟒 48°44'10'' 4.529 m 8.506 m 0.890 m 0.978 m 795.706 m 799.959 m 804.212 m
𝑰𝑷𝟐𝟒 − 𝑰𝑷𝟐𝟓 73.195 ----------- ---- ------------ ----------- ------------ -------------- ------------- ------------- ------------- --------------
𝑰𝑷𝟐𝟓 − 𝑰𝑷𝟐𝟔 58.367 30 m 𝑰𝑷𝟐𝟔 49°28'00'' 13.819 m 25.900 m 2.752 m 3.030m 917.426 m 930.376 m 943.326 m
𝑰𝑷𝟐𝟔 − 𝑰𝑷𝟐𝟕 61.168 ----------- ---- ------------ ----------- ------------ -------------- ------------- ------------- ------------- ---------------
Total Length of setting out of road alignment = 1024.559 m i.e. 1.025 km

P a g e | 43
MAJOR PROJECT- 2018
Booker:- Sabina Dhungana Location:- MAMTS (Gotahatar, Kathmandu)
Station Distances BS IS FS Rise Fall RL Remarks
L C R
𝑰𝑷𝟎 ------- 0+000 --------- 1.202 ----------------- ----------------- 1373.375
------- 0+05.273 --------- ----------------- 1.370 ----------------- 1374.577 1373.207 𝑩𝑪𝟏
3 --------- --------- ----------------- 1.350 ----------------- 1373.227
6 --------- --------- ----------------- 1.415 ----------------- 1373.162
------- --------- 2.2 ----------------- 0.920 ----------------- 1373.657
------- Building ----------------- ----------------- ----------------- Building
0+10.575 --------- ----------------- 1.354 ----------------- 1373.223 𝑴𝑪𝟏
3 --------- --------- ----------------- 1.414 ----------------- 1373.163
6 --------- --------- ----------------- 1.230 ----------------- 1373.347
------- --------- 3 ----------------- 1.202 ----------------- 1373.375
------- --------- 6 ----------------- 1.102 ----------------- 1373.475
------- 0+15.876 --------- ----------------- 1.400 ----------------- 1373.177 𝑬𝑪𝟏
3 --------- --------- ----------------- 1.400 ----------------- 1373.177
6 --------- --------- ----------------- 0.905 ----------------- 1373.672
------- --------- 2 ----------------- 1.465 ----------------- 1373.112
------- --------- Bushes ----------------- ----------------- ----------------- Bushes
------- 0+35.876 --------- ----------------- 1.521 ----------------- 1373.056 𝑬𝑪𝟏+ 20
2 --------- --------- ----------------- 1.422 ----------------- 1373.155
3.4 --------- --------- ----------------- 1.425 ----------------- 1373.152
------- --------- 2 ----------------- 1.501 ----------------- 1373.076
------- --------- 3.5 1.055 ----------------- 1.535 1374.097 1373.042
𝑰𝑷𝟏 ------- 𝑰𝑷𝟏 --------- ----------------- 0.865 ----------------- 1373.232
------- 0+55.876 --------- ----------------- 1.358 ----------------- 1372.739 𝑬𝑪𝟏+ 40
`

P a g e | 44
MAJOR PROJECT- 2018
L C R
2 --------- --------- ----------------- 1.325 ----------------- 1372.772
3.7 --------- --------- ----------------- 1.086 ----------------- 1373.011
------- --------- 2 ----------------- 1.339 ----------------- 1372.758
------- --------- 3.28 ----------------- 0.928 ----------------- 1373.169
𝑰𝑷𝟐 ------- 𝑰𝑷𝟐 --------- 1.161 ----------------- 1.855 1373.403 1372.242
------- 0+70.586 ------- ----------------- 1.098 ----------------- 1372.305 𝑩𝑪𝟐
3 --------- ------- ----------------- 1.050 ----------------- 1372.353
6 --------- ------- ----------------- 1.195 ----------------- 1372.208
------- --------- 0.5 ----------------- 1.081 ----------------- 1372.322
------- --------- Wall ----------------- ----------------- -----------------
------- 0+73.245 ------- ----------------- 1.180 ----------------- 1372.223 𝑴𝑪𝟐
3 --------- ------- ----------------- 1.166 ----------------- 1372.237
6 --------- ------- ----------------- 1.185 ----------------- 1372.218
------- --------- 0.5 ----------------- 1.155 ----------------- 1372.248
------- --------- Wall ----------------- ----------------- -----------------
------- 0+75.903 ------- ----------------- 1.174 ----------------- 1372.229 𝑬𝑪𝟐
3 --------- ------- ----------------- 1.126 ----------------- 1372.277
6 --------- ------- ----------------- 0.916 ----------------- 1372.487
------- --------- 2 ----------------- 1.453 ----------------- 1371.950
------- --------- Wall ----------------- ----------------- -----------------
------- 0+85.318 ------- ----------------- 1.298 ----------------- 1372.105 𝑩𝑪𝟑
2 --------- ------- ----------------- 1.067 ----------------- 1372.336
bildg --------- ------- ----------------- ----------------- ----------------- Building
------- --------- 3 ----------------- 1.261 ----------------- 1372.142

P a g e | 45
MAJOR PROJECT- 2018
Observer:-Sabina Dhungana Date:- 2018- April-08
Booker:- Suman Jyoti Location:- MAMTS (Gotahatar, Kathmandu)
L C R
5 ----------------- 1.190 ----------------- 1372.213
0+94.413 ----------------- 1.455 ----------------- 1371.948 𝑴𝑪𝟑
2 ----------------- 1.608 ----------------- 1371.795
4 ----------------- 2.215 ----------------- 1371.188
3 ----------------- 1.354 ----------------- 1372.049
6 ----------------- 1.356 ----------------- 1372.047
𝑰𝑷𝟑 𝑰𝑷𝟑 ----------------- 1.515 ----------------- 1371.888
0+104.208 ----------------- 1.526 ----------------- 1371.877 𝑬𝑪𝟑
2 ----------------- 1.498 ----------------- 1371.905
4 ----------------- 1.329 ----------------- 1372.074
------- --------- 3 ----------------- 1.475 ----------------- 1371.928
------- 6 1.291 ----------------- 1.444 1373.250 1371.959
0+126.806 ----------------- 1.304 ----------------- 1371.946 𝑩𝑪𝟒
3 ----------------- 1.256 ----------------- 1371.994
6 ----------------- 1.130 ----------------- 1372.120
2 ----------------- 1.396 ----------------- 1371.854
4 ----------------- 1.462 ----------------- 1371.788
𝑰𝑷𝟒 𝑰𝑷𝟒 ----------------- 1.281 ----------------- 1371.969
0+135.088 ----------------- 1.491 ----------------- 1371.759 𝑴𝑪𝟒
3 ----------------- 1.360 ----------------- 1371.890
6 ----------------- 1.345 ----------------- 1371.905
3 ----------------- 1.180 ----------------- 1372.070
6 ----------------- 1.051 ----------------- 1372.199

P a g e | 46
MAJOR PROJECT- 2018
Observer:-Manoj Budhathoki Date:- 2018- April-08
Station Distances BS IS FS Rise
Fall
RL Remarks
L C R
0+143.370 1.679 1371.571 𝑬𝑪𝟒
3 1.489 1371.761
6 1.301 1371.949
2 1.660 1371.590
4 1.235 1372.015
𝑰𝑷𝟓 𝑰𝑷𝟓 1.340 1.665 1372.925 1371.585
0+173.242 1.332 1371.593 𝑰𝑷𝟓+ 20
3 1.312 1371.613
6 1.302 1371.623
2 1.423 1371.502
4 1.243 1371.682
𝑰𝑷𝟔 𝑰𝑷𝟔 1.127 1.422 1372.630 1371.629
0+178.858 1.001 1371.658 𝑩𝑪𝟓
2 0.972 1371.635
3 0.995 1371.458
2 1.172 1370.993
4 1.637 1371.590
0+184.473 1.040 1371.399 𝑴𝑪𝟓
2 1.231 1371.557
4 1.073 1371.659
2 0.971 1371.255
5 1.375 1371.629

P a g e | 47
MAJOR PROJECT- 2018
Observer:- Sujan Siwakoti Date:- 2018- April-08
Station Distances BS IS FS Height of Instrument RL Remarks
L C R
0+290.547 1.308 1371.322 𝑬𝑪𝟓
2 1.170 1371.460
6 1.683 1370.947
3 1.317 1371.313
7 1.537 1371.093
0+310.547 1.632 1370.998 𝑬𝑪𝟓 + 20
2 1.532 1371.098
5 1.519 1371.111
2 1.652 1370.978
4 1.689 1370.941
0+216.712 0.722 1.594 1371.758 1371.036
2 0.588 1371.170
Wall
3 0.860 1370.898
5 0.968 1370.790
0+ 0.819 1370.939
𝑰𝑷𝟕 𝑰𝑷𝟕 0.819 1370.939
1 0.790 1370.968
obstruct
3 0.856 1370.902
6 0.912 1370.846

P a g e | 48
MAJOR PROJECT- 2018
L C R
0+219.644 0.750 1371.008 𝑬𝑪𝟔
2 0.678 1371.08
Obstruct
3 0.850 1370.908
5 1.018 1370.740
0+239.644 1.350 1370.408 𝑬𝑪𝟔 + 20
2 1.298 1370.460
4 1.080 1370.678
2 1.443 1370.315
5 1.478 1.778 1371.458 1369.980
0+259.644 1.302 1370.156 𝑬𝑪𝟔 + 40
2 1.122 1370.336
4 0.778 1370.680
3 1.478 1369.980
7 1.268 1370.190
0+290.547 1.255 2.000 1370.713 1369.458 𝑩𝑪𝟕
3 1.071 1369.642
6 1.075 1369.638
3 1.308 1369.405
6 1.372 1369.341
𝑰𝑷𝟖 𝑰𝑷𝟖 1.192 1369.521
0+298.077 1.162 1369.551 𝑴𝑪𝟕

P a g e | 49
MAJOR PROJECT- 2018
Observer:- Suman Jyoti Date:- 2018- April-08
Booker:- Rupa Rokka Location:- MAMTS (Gotahatar, Kathmandu)
L C R
2 1.180 1369.533
3.6 1.215 1369.498
3 1.491 1369.222
6 1.292 1369.421
0+305.607 1.188 1369.525 𝑬𝑪𝟕
2 1.442 1369.271
2.9 1.661 1369.052
3 1.243 1369.470
7 1.170 1369.543
0+325.607 1.474 1369.239 𝑬𝑪𝟕 + 20
1.75 1.253 1369.460
Shutter 1370.713
3 1.289 1369.424
5 0.852 1.362 1370.203 1369.351
0+338.963 1.189 1369.014 𝑩𝑪𝟖
2 1.125 1369.078
Building
2 1.039 1369.164
4 0.642 1369.561
𝑰𝑷𝟗 𝑰𝑷𝟗 1.161 1369.042
𝟎 +344.011 1.216 1368.987 𝑴𝑪𝟖
2 1.266 1368.937

P a g e | 50
MAJOR PROJECT- 2018
L C R
4 0.989 1369.214
2 0.857 1369.346
3 0.791 1369.412
0+349.059 1.362 1368.841 𝑬𝑪𝟖
2 1.367 1368.836
4 1.386 1368.817
1 1.335 1368.868
3 0.797 1369.406
0+358.038 1.600 1368.603 𝑩𝑪𝟗
2 1.764 1368.439
4 1.673 1368.530
3 1.660 1368.543
7 1.825 1368.378
𝑰𝑷𝟏𝟎 𝑰𝑷𝟏𝟎 0.947 2.035 1369.115 1368.168
0+366.686 1.076 1368.039 𝑴𝑪𝟗
2 1.167 1367.948
4 1.124 1367.991
2 1.036 1368.079
4 0.772 1.004 1368.111
0+375.334 1.855 1367.028 𝑬𝑪𝟗
1 1.973 1366.910
3 2.224 1366.659

P a g e | 51
MAJOR PROJECT- 2018
L C R
1 1.586 1367.297
5 1.049 1367.834
0+382.145 1.679 1.263 1369.299 1367.620 𝑩𝑪𝟏𝟎
3 1.715 1367.584
6 1.874 1367.425
2 1.681 1367.618
4 1.560 1367.739
0+387.743 1.674 0.930 1370.043 1368.369 𝑴𝑪𝟏𝟎
2 1.399 1368.644
4 1.178 1368.865
2 1.879 1368.164
4 2.066 1367.977
𝑰𝑷𝟏𝟏 𝑰𝑷𝟏𝟏 1.565 1368.478
0+393.341 1.370 1368.673 𝑬𝑪𝟏𝟎
2 1.187 1368.856
2.8 1.016 1369.027
2 1.615 1368.428
3.5 1.914 1.604 1370.353 1368.439
0+413.341 1.313 1369.040 𝑬𝑪𝟏𝟎 + 20
2 1.132 1369.221
Building
2 1.775 1.290 1370.838 1369.063

P a g e | 52
MAJOR PROJECT- 2018
Booker:- Sabina Dhungana Location:- MAMTS (Gotahatar, Kathmandu)
L C R
3.5 1.374 1369.464
0+423.039 1.521 1369.317 𝑩𝑪𝟏𝟏
2 1.453 1369.385
3.3 1.093 1369.745
3 1.506 1369.332
6 1.403 1369.435
𝑰𝒑𝟏𝟐 𝑰𝑷𝟏𝟐 1.248 1369.590
0+428.564 1.291 1369.547 𝑴𝑪𝟏𝟏
2 1.231 1369.607
3.4 0.924 1369.914
3 1.078 1369.760
5.8 0.832 1370.006
0+434.089 0.943 1369.895 𝑬𝑪𝟏𝟏
1 0.931 1369.907
2.3 0.900 1369.938
1 0.924 1369.914
2.4 0.513 0.784 1370.567 1370.054
0+454.541 1.467 1369.100 𝑩𝑪𝟏𝟐
1 1.540 1369.027
2.4 1.785 1368.782
2 1.420 1369.147
3.6 1.486 1369.081

P a g e | 53
MAJOR PROJECT- 2018
L C R
0+457.891 1.686 1368.881 𝑴𝑪𝟏𝟐
1.4 2.079 1368.488
Obstruct
1370.567
2 1.557 1369.010
4.8 1.554 1369.013
𝑰𝑷𝟏𝟑 𝑰𝑷𝟏𝟑 0.946 1.759 1369.754 1368.808
0+461.241 1.383 1368.371 𝑬𝑪𝟏𝟐
1 1.474 1368.280
2 2.784 1366.970
3 0.892 1368.862
5 0.875 1368.879
0+481.241 1.231 1368.523 𝑬𝑪𝟏𝟐 + 20
2 1.499 1368.255
4 1.535 1368.219
2 1.176 1368.578
3 1.204 1368.550
0+501.241 1.678 1368.076 𝑬𝑪𝟏𝟐 + 40
2 1.375 1368.379
4.8 1.701 1368.053
2 1.542 1368.212
3 1.784 1.578 1369.960 1368.176
𝑰𝑷𝟏𝟒 1.830 1368.130

P a g e | 54
MAJOR PROJECT- 2018
L C R
0+522.942 1.509 1368.451 𝑩𝑪𝟏𝟑
3 1.596 1368.364
6 1.942 1368.018
2 1.663 1368.297
Obstacles
1369.960
0+529.372 1.268 1368.692 𝑴𝑪𝟏𝟑
2 1.292 1368.668
4.8 1.392 1368.568
2 1.280 1368.680
𝑰𝑷𝟏𝟒 𝑰𝑷𝟏𝟒 3 1.989 1.410 1370.539 1368.550
0+535.802 1.435 1369.104 𝑬𝑪𝟏𝟑
2 1.386 1369.153
3 1.441 1369.098
2 1.461 1369.078
3.2 1.538 1369.001
0+542.989 1.105 1369.434 𝑩𝑪𝟏𝟒
2 1.106 1369.433
fall 1370.539
2 1.191 1369.348
4 1.242 1369.297
𝑰𝑷𝟏𝟓 𝑰𝑷𝟏𝟓 1.850 1368.689
𝑰𝑷𝟏𝟔 𝑰𝑷𝟏𝟔 1.501 0.961 1371.079 1369.578

P a g e | 55
MAJOR PROJECT- 2018
Booker:- Manoj Budhathoki Location:- MAMTS (Gotahatar, Kathmandu)
L C R
0+546.167 1.563 1369.516 𝑴𝑪𝟏𝟒
1 1.555 1369.524
Fall 1371.079
2 1.556 1369.523
5 1.231 1369.848
0+549.344 1.441 1369.638 𝑬𝑪𝟏𝟒
1 1.505 1369.574
Fall 1371.079
2 1.441 1369.638
5 1.220 1369.859
0+569.344 1.380 1369.699 𝑬𝑪𝟏𝟒 + 20
2 1.350 1369.729
3 1.121 1369.958
2 1.451 1369.628
3.55 1.254 1369.825
𝑰𝑷𝟏𝟕 𝑰𝑷𝟏𝟕 0.773 1.511 1370.341 1369.568
0+582.056 1.233 1369.108 𝑩𝑪𝟏𝟓
2 0.470 0.751 1370.060 1369.590
Rise
2 1.054 1369.006
4 1.242 1368.818
𝑰𝑷𝟏𝟖 𝑰𝑷𝟏𝟖 2.141 1367.919

P a g e | 56
MAJOR PROJECT- 2018
L C R
0+587.521 2.165 1367.895 𝑴𝑪𝟏𝟓
2 2.171 1367.889
3 2.427 1367.633
2 2.169 1367.891
5 0.887 1.501 1369.446 1368.559
0+592.986 1.612 3.220 1367.838 1366.226 𝑬𝑪𝟏𝟓
2 1.495 1366.343
building
2 1.635 1366.203
4 0.762 1.339 1367.261 1366.499
0+602.986 1.263 3.035 1365.489 1364.226 𝑬𝑪𝟏𝟓 + 10
2 1.121 1364.368
building
2 1.265 1364.224
4 0.840 1.554 1364.775 1363.935
0+615.895 2.050 1362.725 𝑩𝑪𝟏𝟔
2 1.980 1362.795
5.5 1.648 1363.127
2 2.042 1362.733
5 1.778 1362.997
0+619.175 1.310 2.650 1363.435 1362.125 𝑴𝑪𝟏𝟔
2 1.283 1362.152

P a g e | 57
MAJOR PROJECT- 2018
L C R
5 1.218 1362.217
2 1.177 1362.258
3.6 1.454 1361.981
0+622.455 1.689 1361.746 𝑬𝑪𝟏𝟔
2 1.920 1361.515
5 2.364 1361.071
2 1.398 1362.037
3.5 1.690 1361.745
𝑰𝑷𝟏𝟗 𝑰𝑷𝟏𝟗 0.807 1.266 1362.976 1362.169
0+642.455 1.242 1361.734 𝑬𝑪𝟏𝟔 + 20
2 1.264 1361.712
4 1.221 1361.755
2 1.141 1361.835
3 1.492 1361.484
0+650.733 1.430 1361.546 𝑩𝑪𝟏𝟕
2 1.397 1361.579
4 1.370 1361.606
2 1.020 1.714 1362.282 1361.262
building
0+655.913 0.913 1361.369 𝑴𝑪𝟏𝟕
1.6 0.901 1361.381
2.6 0.905 1361.377

P a g e | 58
MAJOR PROJECT- 2018
L C R
2 1.060 1361.222
2.9 1.103 1361.179 ****
𝑰𝑷𝟐𝟎 𝑰𝑷𝟐𝟎 1.881 1360.401
0+661.093 1.062 1361.220 𝑬𝑪𝟏𝟕
1.2 1.040 1361.242
Wall
2 0.514 0.746 1362.050 1361.536
0+680.932 2.153 1359.897 𝑩𝑪𝟏𝟖
1.5 2.365 1359.685
Wall
3 0.990 2.360 1360.680 1359.690
0+684.039 1.006 1359.674 𝑴𝑪𝟏𝟖
2 1.834 1358.846
Building 1360.68
2 1.002 1359.678
4 1.186 1359.494
𝑰𝑷𝟐𝟏 𝑰𝑷𝟐𝟏 0.996 1359.684
0+687.145 1.928 1358.752 𝑬𝑪𝟏𝟖
2 2.305 1358.375
4 2.621 1358.059
2 1.289 1359.391
5 0.600 1.078 1360.202 1359.602

P a g e | 59
MAJOR PROJECT- 2018
L C R
0+707.145 1.500 1358.702 𝑬𝑪𝟏𝟖 + 20
2 1.894 1358.308
3 2.115 1358.087
2 1.436 1358.766
3 0.690 1.318 1359.574 1358.884
0+718.148 1.512 1358.062 𝑩𝑪𝟏𝟗
1 1.456 1358.118
Tent
2 1.481 1358.093
wall
0+721.900 1.256 1.628 1359.202 1357.946 𝑴𝑪𝟏𝟗
1.45 1.360 1357.842
2 1.240 1357.962
Building
𝑰𝑷𝟐𝟐 𝑰𝑷𝟐𝟐 1.180 1358.022
0+725.651 1.286 1357.916 𝑬𝑪𝟏𝟗
1.30 1.421 1357.781
2 1.356 1357.846
Building
0+745.651 1.675 1357.527 𝑬𝑪𝟏𝟗 + 20
2 1.871 1357.331
wall

P a g e | 60
MAJOR PROJECT- 2018
L C R
2 1.619 1357.583
3 1.431 1357.771
0+765.651 0.715 2.542 1357.375 1356.660 𝑬𝑪𝟏𝟗 + 40
2 1.651 1355.724
5 2.031 1355.344
2 0.701 1356.674
2.7 0.624 1356.751
0+786.117 1.801 1355.574 𝑩𝑪𝟐𝟎
2 1.800 1355.575
wall
2 1.875 1355.500
0+789.452 0.869 1.936 1356.308 1355.439 𝑴𝑪𝟐𝟎
2 0.979 1355.329
5 1.361 1354.947
2 0.795 1355.513
𝑰𝑷𝟐𝟑 𝑰𝑷𝟐𝟑 0.756 1355.552
0+792.787 1.041 1355.267 𝑬𝑪𝟐𝟎
2 1.132 1355.176
5 1.362 1354.946
2 1.556 1354.752
3 1.170 1355.138
0+795.706 1.130 1355.178 𝑩𝑪𝟐𝟏

P a g e | 61
MAJOR PROJECT- 2018
L C R
3 1.351 1354.957
6 1.419 1354.889
2 1.091 1355.217
4 0.756 1355.552
0+799.959 1.375 1354.933 𝑴𝑪𝟐𝟏
2 1.457 1354.851
4 1.495 1354.813
2 0.856 1355.452
Building
𝑰𝑷𝟐𝟒 𝑰𝑷𝟐𝟒 1.121 1355.187
0+804.212 1.484 1354.824 𝑬𝑪𝟐𝟏
3 1.571 1354.737
6 1.571 1354.737
1 1.210 1355.098
Building
0+824.212 0.955 2.595 1354.668 1353.713 𝑬𝑪𝟐𝟏 + 20
3 0.881 1353.787
4 0.449 1354.219
2 0.881 1353.787
3 0.792 1353.876
0+844.212 2.115 1352.553 𝑬𝑪𝟐𝟏 + 40
3 0.776 1.589 1353.855 1353.079

P a g e | 62
MAJOR PROJECT- 2018
L C R
6 0.785 1353.070
2 1.361 1352.494
4 1.641 1352.214
0+864.212 1.509 1352.346 𝑬𝑪𝟐𝟏 + 60
2 1.452 1352.403
4 0.974 1352.881
2 1.633 1352.222
4 1.581 1352.274
0+884.212 1.872 1351.983 𝑬𝑪𝟐𝟏 + 80
2 1.845 1352.010
Wall
2 2.006 1351.849
3 1.396 2.607 1352.644 1351.248
𝑰𝑷𝟐𝟓 𝑰𝑷𝟐𝟓 0.541 1352.103
0+904.212 0.620 2.725 1350.539 1349.919 𝑬𝑪𝟐𝟏+100
2 0.635 1349.904
3 0.422 1350.117
3 0.910 1349.629
6 0.805 1349.734
0+924.212 1.205 1349.334 𝑬𝑪𝟐𝟏+120
3 1.391 1349.148
6 1.082 1349.457

Major project report of diploma civil engineering at mamts gothatar to jorpati 100 pages

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Major project report of diploma civil engineering at mamts gothatar to jorpati 100 pages