Deatil DRAWING SHEET FORMAT FOR MUNICIPALITYA OF NEPAL

 DRAWING SHEET FORMAT FOR BIRTAMODE MUNICIPALITY

A. For Architectural Drawing in A3 size paper.
SHEET A_1 : Location map(no scale but should be readable) and Site plan (1:100 or 1:150,
1:200 if the scale 1:100 does not suit)
Requirement for Location map
 Location plan should be traced from google map (or other maps) with distinguished site
and at least two reference points (with distance) nearest to the site.
 GPS coordinate of site and reference points.
 Name of access roads.
 North direction should always point towards the upper (header) side of the drawing sheet.
Requirements for Site Plan
• Well defined Boundary (road, building, land plots, rivers, open space etc).
• Name of access road, width, Right of way.
• Setback line.
• Building footprint with dimension and area, distance of building from centerline and edge
of road, distance from adjoining boundaries.
• Location and size of septic tank, soak pit and underground water tank.
• Water supply line, electrical line, Telephone line with distance to the site.
• Existing building if any.
• At least two number of trees.
• North direction should always point towards the upper (header) side of the drawing sheet.
• Other features specified by Municipality By-Laws.

DRAWING SHEET FORMAT FOR BIRTAMODE MUNICIPALITY
A. For Architectural Drawing in A3 size paper.
SHEET A_1 : Location map(no scale but should be readable) and Site plan (1:100 or 1:150,
1:200 if the scale 1:100 does not suit)
Requirement for Location map
 Location plan should be traced from google map (or other maps) with distinguished site
and at least two reference points (with distance) nearest to the site.
 GPS coordinate of site and reference points.
 Name of access roads.
 North direction should always point towards the upper (header) side of the drawing sheet.
Requirements for Site Plan
• Well defined Boundary (road, building, land plots, rivers, open space etc).
• Name of access road, width, Right of way.
• Setback line.
• Building footprint with dimension and area, distance of building from centerline and edge
of road, distance from adjoining boundaries.
• Location and size of septic tank, soak pit and underground water tank.
• Water supply line, electrical line, Telephone line with distance to the site.
• Existing building if any.
• At least two number of trees.
• North direction should always point towards the upper (header) side of the drawing sheet.
• Other features specified by Municipality By-Laws.
SHEET A_2: All level floor plans (Scale 1:100 for all,1:200 or other suitable scale if the scale
1:100 does not suit but should be acceptable to municipality)
SHEET A_2.a: Ground floor plan, First floor plan
........................and so on.
Note: Do not include more than two floor plans in a single sheet.
SHEET A_3: Building Elevations (Scale 1:100 for all,1:200 or other suitable scale if the scale
1:100 does not suit but should be acceptable to municipality)
SHEET A_3.a: Front elevation at top left corner and Side elevation at top right corner
rotated clockwise...and so on.
Opening Schedule should be provided in tabulated form in the same sheet with elevation
wherever thought suitable within the 'drawing area'.
Note: All the elevations can be included in a single sheet provided that all the necessary details
are readable

SHEET A_4: Sectional Elevations (Scale 1:100 for all,1:200 or other suitable scale if the scale
1:100 does not suit but should be acceptable to municipality)
SHEET A_4.a: Section in both direction through the highest point of proposed building
(in many cases through the staircase) including foundation
SHEET A_4.b: Section cut from other locations if necessary.
............and so on.

Requirements for Sectional elevations:
 Sections should be through the highest point of the building.
 Section line should be selected such that maximum details can be presented from a single
section.
 All the building levels should be shown with clear label and dimension(foundation level,
plinth level, floor levels,sill and lintel levels etc)
 All the necessary features should be provided with dimensions.
Note: Additional sheets may be used to elaborate the Architectural designs. Then the naming of
sheets shall be like Sheet A_1.a, Sheet A_1.b, Sheet A_2.a, Sheet A_2.b and so on.
B. For Structural Drawing in A3 size paper
SHEET S_1: Building Layout Plan (scale 1:100) and Trench plan (scale 1:100)
All the necessary refrence point and distances required for building layout on site.
Trench plan should be with dimension of trench, c/c dimension, grid names, and size of footing,
reference dimension from land boundary.
SHEET S_2: Foundation details (Plan and section of each type) and Toe wall section (scale
1:25)
Soil type and bearing capacity should be specified along with foundation details.
SHEET S_3: Column details
 Column layout plan with grid names, naming of columns, c/c dimension and diagonal
dimension (scale 1:100)
 Column section in tabular form (scale 1:20) and stirrup hook details (Scale 1:20)
 Longitudinal section of column from foundation to roof showing stirrups and lapping
details (1:50).
SHEET S_4: Beam Details
SHEET S_4.a: Foundation beam layout plan (Scale 1:100), Plinth tie beam layout plan
(Scale 1:100), Typical floor beam layout plan (first, second......) (Scale 1:100)
.................and so on.
SHEET S_4.b: Longitudinal section showing a complete frame (in x-x and y-y direction)
(Scale 1:50) and Cross section (at mid span and support) (Scale 1:20)
SHEET S_4.c: Beam bar lapping and curtailment details (Lap length should be specified
in the drawing) (Scale 1:20).Development length can be shown in Tabular form.
SHEET S_5: Beam column joint details (plan and sections) (showing reinforcement at joints,
confinement reinforcements, internal and external joints) (Scale 1:20).
SHEET S_6: Slab details
 Slab reinforcement Bottom plan (with c/c dimensions and grid names) (Scale
1:100)
 Slab reinforcement Top X-direction plan (with c/c dimensions and grid names)
(Scale 1:100)

 Slab reinforcement Top Y-direction plan (with c/c dimensions and grid names)
(Scale 1:100)
 Slab section end to end (in x-x and y-y direction) (Scale 1:50) with enlarged
details (Scale 1:10). Also chair details should be included (Scale 1:5)
SHEET S_7: Staircase Details
SHEET S_7.a. Staircase plan and sectional elevation with dimension (Scale 1:50)
Staircase Reinforcement details of each flight (Scale 1:50)
SHEET S_8: Sill, lintel, parapet band sections (Scale 1:5), plan (Scale 1:20), Elevation (Scale
1:50)
SHEET S_9: Septic tank and soak pit details (Scale 1:50).
SHEET S_10: General information on Construction (Construction methodology, Construction
material Specifications, Limitations etc)
SHEET S _10:
1. Additional details of structure as per design requirement.
2. Extra details of structure if designer feel it necessary to be included in design.
Notes:-
 Additional sheets may be used to elaborate the structural designs. Then the naming of
sheets shall be like Sheet S_1.a, Sheet S_1.b,..........,Sheet S_2.a, Sheet S_2.b .....& so on.
 Any variation on scale and other information may be allowed only if it is acceptable to
municipality.
 Grade of concrete and steel should be provided in a note along with reinforcement details.
 Where it is necessary to use more than one scale on a drawing, the main scale only shall be
inscribed in the title block, and all other scales adjacent to the item reference number of
the part concerned, nor adjacent to the reference letter of a detail view (or section).
 For Building drawing layouts, scales, folding of drawing sheets and drawing symbols refer IS 962
: 1989

Hunching Bar

​

Hunching Bar 

What is hunching bar

Checklist of Beam & column Reinforcement Bar

​1. Physical Appearance of the bar at.

2. Grade of steel as per drawing 

3. Cover Block of Beam and Column and its size

4. Diameter of bar and stirrups and its spacing.

5. Hook length and its angle 

6. Through Bar and Extra Bar exact length and fencing with double binding wire.

7. Proper Lapping length as per the diameter of bar.

preparations before column cating after plinth Beam

Local name ticker is used before casting column 

Some of the important points which helps to casting column

​1. Proper cover between steel rod and formwork.

2. Maintain vertically between plinth beam to slab beam 

3. Grid gapping corrected the position of column is used in a exact line 

Sizes of Cover Block Used Nepal

​1. Raft foundation bottoms/ sides : 50-75mm

2. Strap Beam: 35mm

3. Slab:15mm

4. Column: 40 mm

5. Shear wall:25mm

6. Flat slab: 20mm

7. Stair case : 15 mm

8. Retaining wall: 20/25 mm on earth

9. Water retaining structure: 20/30 mm

Types of cover Block

1. Steel cover block

2. PVC block

3. Cement masonry 

4. Aluminium cover

5. Stone 

Why Cover Block are used -Nepal

​Cover Block are used for following purposes 

1- To maintain distance between Rebar & shuttering.

2- To protect steel bar from environmental effect 

3- To prevent from corrosion.

4- To give sufficient embedding to enable them to be stressed without slipping.

cover block used in column casting

​Cover Block used in Column 

In order to used in the column normally nominal size of cover block is 40 mm but it depends upon size of the structure.

The cover blocks lifts the rebar up by about 20 mm to 75 mm and becomes a permanent and integral part of the poured concrete.

It ensure that no part of the rebar sags and minimizes that required concrete cover age during pouring of concrete.

Normally cover block should be used the following concrete stages in the Building 

1. footing Area 

2. Column 

3. Beam

4. Stair 

5. Slab 

Column casting

Formwork in column 

Shear Wall and Column connections

​Shear wall is the Reinforced concrete section which having cement sand aggregate and steel as per the design by the designer. Normally i have found 16 mm dai bar used in the residential building but commercial building have different designs.

Specially Lift portion of building have needed because of heavyweights of lift or as per design load minimum thickness of shear wall is 250mm and steel as per designer but minimum thickness of share wall steel diameter should not more than 16mm. 

Column and shear connection in this figure

Shear wall and column junction

Shear wall is the Reinforced concrete section which having cement sand aggregate and steel as per the design by the designer. Normally i have found 16 mm dai bar used in the residential building but commercial building have different designs.

Specially Lift portion of building have needed because of heavyweights of lift or as per design load minimum thickness of shear wall is 250mm and steel as per designer but minimum thickness of share wall steel diameter should not more than 16mm. 

Column and shear connection in this figure

. The value of super elevation calculating by

1
.   The value of super elevation  calculating by

a.    E+f =V²/126.5 R

b.   E= V²/220R –f

c.    E+R+f= V²/126

d.   E-f = V²/100R

Camber depends on

 Camber depends on 

a. amount of rainfall

b. permeability of subgrade 

c. grade of wearing course 

d. all of the above 

The main cause of Skidding is

 The main cause of Skidding is 

a. more friction between the types of vehicle and surface of the pavement.

b. equal friction between the tyre of vehicle and surface of the pavement.

c. less friction between the tyre of vehicle and surface of the pavement.

d. none of the above.

The type of transition curves generally used in hill road is

The type of transition curves generally used in hill road is 

a. spiral

b. circular 

c. parabolic

d. lemniscate 

The underground passage used by pedestrian's vehicular traffic etc is called

 The underground passage used by pedestrian's vehicular traffic etc is called 

a. sub-way

b. service road

c. drive way

d. fly- over 

A road with in a town road is

A road with in a town road is 

a. trunk road

b. town road

c. carriage road 

d. street

The alignment of a road should cross the series of The alignment of a road should pass the series of hill through

The alignment of a road should pass the series of hill through

a. ridge

b. saddle

c. valley

d. none of the above 

The portion of traffic way that is used by pedestrians only is called

 The portion of traffic way that is used by pedestrians only is called 

a. foot path

b. side walk

c. foot way 

d. All of above 

The highest point on the road surface is called

The highest point on the road surface is called 

a. Crown

b, Camber 

c. super elevation

d. center of the road

The width of road including carriage way and shoulder of both side is known as

The width of road including carriage way and shoulder of both side is known as

A. width of formation

B. Right of way

C. Carriage way

D. Shoulder 

Maherdra highway of Nepal does not touch the border of ......... terai district.

 Maherdra highway of Nepal does not touch the border of ......... terai district.

a. sarlahi

b. rautahad

c. bara

d. parsa

If path travel along the road surface is more than the circumferential movement of wheel due to rotation then it result in

If path travel along the road surface is more than the circumferential movement of wheel due to rotation then it result in 

a.  slipping 

b. skidding 

c. revolving 

d. all of above 

If path travel along the road surface is less than the circumferential movement of wheel due to rotation then it result in 

a.  slipping 

b. skidding 

c. revolving 

d. all of above 

The width of carriage way of two lane road without rise kerb ? a.7.0m b. 6.5m c. 8.0m d. 7.5m

The width of carriage way of two lane road without rise kerb ?

a.7.0m  

b. 6.5m

c. 8.0m

d. 7.5m

As per NRS 2070 a minimum width if footpath is a. 120cm b. 150cm c. 140cm d. 200cm

As per NRS 2070 a minimum width if footpath is 

a. 120cm    b. 150cm    c. 140cm    d. 200cm

परीक्षा-भवन-कायम-गरिएको-सूचना---2078-12-19

Assistant Sub Engineer model paper MCQ Exam Set -3

 

MCQ Exam Set -3

Based on Bagmati PPSC     

  Key (C)                                                                   Marks: 50x2=100

Before starting SUBSCRIBE this channel to motivate for more paper

 

 

1. The working edge of T-square is used to

a.   Draw horizontal line

b.   As a base of set square

c.   Draw horizontal parallel line

d.   All of above

2. The area occupied by A₀ (drawing sheet) is …… times the area occupied by A₁ (drawing sheet)

a.   2

b.   4

c.   8

d.   16

3. Find the RF for scale 1cm =25km

a.   1/250

b.   1/2500

c.   1/25000

d.   1/2500000

4. Axonometric projection is  a special types of

a.   Orthographical projection

b.   Perspective projection

c.   Isometric projection

d.   Multi  view

 

5. Isometric projection is

a.   An orthographical projection of pictorial types

b.   An oblique projection

c.   A and b

d.   None of the above

6. The  unit of payment for excavation trenches for pipes, cables, etc. up to 1.5 m depth in ordinary rock/hard rock is

a.   Cu m

b.   Sq m

c.   Meter

d.   Tone

7. The amount of cement required per cubic meter having mix (1:3:6)

a.   4.3 bag

b.   3.3 bag

c.   6.3 bag

d.   5.3 bag

8. During the calculation of RCC the amount of steel deducted is

a.   3% of the steel

b.   5% of the steel

c.   10% of the steel

d.   0% of the steel

9. As per norms prepared by ministry of transport and work the number of manpower required to excavate one m3 of gravel soli

a.   0.89m.d.

b.    1.69m.d.

c.   1.89m.d.

d.   2.69m.d.1

10.               No deductions is made in the masonry for the opening if the area of the opening does not exceed

a.   0.5 m2

b.   0.25 m2

c.   0.15 m2

d.   0.10 m2

11.               If the smallest division of a vernier is longer than the smallest division of its primary scale the vernier is knows as

a.   Direct vernier

b.   Double vernier

c.   simple vernier

d.   retrograde vernier

12.               Invar tapes are made of an alloy of

a.   nickel and steel

b.   copper and steel

c.   tin and steel

d.   aluminum  and steel

13.               The imaginary line passing through the intersection of cross hairs and the optical center of the object is known as :

a.   Line of sight

b.   Line of axis

c.   Line of collimation

d.   Axis of the  telescope

14.               Closed contours with higher value inside represent a

a.   Depression

b.   Hill

c.   Plain surface

d.   None

15.               Boning rod is used

a.   Setting out of sewer

b.   Setting out of road

c.   Setting out of canal

d.   All of the above

16.               The instrument used to reproduce plans to a different scale is called

a.   Planimeter

b.   Clinometer

c.   Ghat tracer

d.   Pentagraph

17.               The most commonly used flooring in residential and public building is …….

a.   Mosaic flooring

b.   Concrete flooring

c.   Marble  flooring

d.   Granolithic flooring

18.               A vertical member of the frame which divides the window vertically is …….

a.   Mullion

b.   stile

c.   Cross-stile

d.   Rail

19.               A junction at which two walls meet at an angle other than 90 degree is called……

a.   Oblique junction

b.   Squint junction

c.   Irregular junction

d.   Obtuse junction

20.               The bond in which the bonding bricks are at an inclination to the direction of the wall is known as …………

a.   English bond

b.   Flemish bond

c.   Raking bond

d.   Dutch bond

21.               The overlapping of bricks or stones in masonry is called ……..

a.   Frog

b.   Joint

c.   Jamb

d.   Bond

22.               The damp-proof course……..

a.   May be horizontal or vertical

b.    Should be continuous

c.   Should be of good impervious material

d.   All of these

23.               When stone slabs are used for risers and treads they are connected by ……..

a.   Scotia

b.   Dowel

c.   Baluster

d.   Stringer

24.               The bulk density of aggregate is generally expressed as………..

a.   Tones/cubic meter

b.   Kg/cubic meter

c.   Kg /liter

d.   None of these

25.               The burning of bricks in kilns is complete within ………hours.

a.   12

b.   24

c.   48

d.   96

26.               The initial and final setting times of quick setting cement are……….

a.   15 minutes and 45 minutes

b.   20 minutes and 1hour

c.   10 minutes and 30 minutes

d.   5 minutes and 30 miutes

27.               The fire clay contains pure…….

a.   Lime

b.   Oxide of iron

c.   Hydrated aluminium silicate

d.   Magnesium

28.               The expansion in Portland cement can be tested by………

a.   Fineness test

b.   Soundness test

c.   Setting time test

d.   Normal consistency test 

29.               Most commonly used solvent in oil paints are………

a.   Petroleum

b.   Spirit

c.   Coaltar

d.   Turpentine

30.               The rocks which are formed due to cooling of magma at a relatively shallow depth from the earth’s surface is called ……….

a.   Plutonic rocks

b.   Hypabyssal rocks

c.   Volcanic rocks

d.   Igneous rocks

31.               The cement mortar mix generally used for masonry work is ……….

a.   1:3

b.   1:5

c.   1:6

d.   1:10

32.               Wrought iron contains carbon up to …….

a.   0.15%

b.   1.0%

c.   1.5%

d.   2%

33.               The minimum length of bar embeded in concrete to avoid slippage is ………

a.   Anchorage length

b.   Splice length

c.   Development length

d.   Lapping length

34.               Shear reinforcement is provides in the beam resist …..

a.   Compression

b.   Tension 

c.   Diagonal tension

d.   Flexure

35.               Shear reinforcement is provided in the form of ……..

a.   Vertical bars

b.   Inclined bars

c.   Combination of vertical and inclined bars

d.   Any one of these

36.               Piece of stone are called

a.   Ballast

b.   Spalls

c.   Crushed stone

d.   None of above

37.               The capacity of the pumps is normally expressed as……

a.   Liters per minute

b.   Cubic meter per day

c.   Thousands of liters per hour

d.   All of these

38.               As compared to HDPE pipe, GI pipes is……….

a.   Lighter

b.   Cheaper

c.   Stronger

d.   Smoother

39.               An aggrading river is

a.   Scouring river

b.   Silting river

c.   Both a and b

d.   None of above

 

40.               The best orientation of the room requiring considerably constant quality of light such as for reading room at library is….

a.   To place at north

b.   To place at east

c.   To place at west

d.   To the place of south

41.               An advantage of traffic signal is ……..

a.   No rear end collision

b.   Easy segregation of traffic

c.   Quick movement of vehicles

d.   Orderly movement of vehicles

42.               Strength stability and bearing power of a highway depend on ………..

a.   Formation

b.   Sub grade

c.   Base grade

d.   Wearing course

43.               The water obtained from ……….is generally known as sub-surface water.

a.   Rains

b.   River

c.   Reservoirs

d.   Artesian wells

44.               “रमेश सौदा गर्न बजार जान्छ” लाई सामाने भुत मा वाक्य परिवर्तन गर्नुहोस |

क ) रमेश सौदा गर्न बजार जानेछ  |

ख ) रमेश सौदा गर्न बजार गयो |

ग ) रमेश सौदा गर्न बजार जानुहुनेछ |

घ ) रमेश सौदा गर्न बजार जालान |

 

45.               “गाउमा मामालाई नचिन्ने कोहि छैनन्”  यस वाक्यमा रहेको लिङ्ग परिवर्तन गर्नुहोस |

क ) गाउमा मामालाई नचिन्ने  कोहि छिन |

ख ) गाउमा मामालाई नचिन्ने  कोहि थिय |

ग ) गाउमा मामालाई नचिन्ने  कोहि छैन |

घ ) गाउमा माइजुलाई नचिन्ने कोहि छैनन्  |

46.               कुनै स्थानिय तहमा भवन निर्माण गर्न अनुमति कुन अधिकारिले प्रदान गर्दछ ?

क ) सब – इन्जिनिएर

ख) इन्जिनीयर

ग ) प्रमुख प्रशासकिय अधिकिर्त  

घ ) अदेक्क्ष \प्रमुख  

47.               नेपालको संबिधान २०७२ मा “प्रदेश कर्येपालिका” समन्धी व्यवस्था कुन भागमा गरिएको छ ?

क.  भाग-१३

ख.  भाग-१४

ग.    भाग-१५

घ.   भाग-१६

48.               प्रत्येक नगरपालिका\ गाउपालिका न्यायक समितिको संख्या कति छ ?

क.  एक   

ख.  दुई

ग.    तिन

घ.   चार

 

 

 

 

49.               Which sentence is correct?

a.   I found his  pulse

b.   I felt his pulse

c.   I examined his pulse

d.   I saw his pulse

 

50.               I can’t put my faith …………….him

a.   In

b.   On

c.   At

d.   Upon