Dakshinkali a Hindu temple is under construction at Hetauda, Nepal. This is under construction with the help of the Hindu Community worldwide. The Temple area is about 6000 sqm. Anyone from to complete this mega project. the world can contribute some $. contact for details. The project is coordinated by https://gadjetree.com

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PROPOSED STRUCTURE DRAWINGS
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Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
CONSTRUCTION SITE
LOCATION MAP
ToBirgunjToKathmandu
(E/WHighway)(TribhuvanRajpath)
SchoolRoad
L
Traffic
Chowk
Wayto
Manakamana
Chowk
RantirajPath-
W
ayto
1.
Kathamandu
2.
Chaugadha
3.
M
anakam
anaGadhi
4.
Furkechaur
5.
Raigaon
Dachhinkali Temple
Premise Area
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0
C
A
LNATU
R
A
L
Arch Brick
Culvert
Community Forest
(Medium Dense)
;fd"bflos ag
BhairavRoad
FootHill Drawing No. 1
Not to Scale
Prepared & Submitted by:
LOCATION MAP
To Narayangarh
(E/W Highway)
DACHHINKALI TEMPLE
DEVELOPMENT AND EXTENSION
PROGRAM
Drainage
Green Forest
Natural Drainage
Concrete Slab Road
Road Continuity
Brick Culvert
WaytoSangumChowk
WaytoMalpot
(LandRevenue)
WaytoSiddarthaSchool
Tree
Black Top Road
SYMBOL
Dachhikali
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3. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
DEVELOPMENT & EXTENSION
PLAN
24.00 ft
65.00ft
Vehicle Parking
Yard
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Drawing No. 2
Not to Scale
Prepared & Submitted by:
Administration
ConferenceHall
StorageRoom
Plannedand
Proposed
3Storey
RCC
Building
C.G.I Roof
Shade
Dachhikali &
God/Goddess
Temple
Extension Cabin for
Feast Preparation Shade
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Vertical Cut Line Venerable to Slope Failure need Slope Protection Work
Resting&
FeastingShade
Concrete Staircase
with Hand Railing
(Proposed)
Land Slide Prone Zone
RCC precast Pier with
Cross Bracing
(Proposed)
Green Forest
Natural Drainage
Temple Boundary Fence
Existing Structure
Tree
Vertical Cut Slope
SYMBOL
Land Slide Prone Zone
Existing Temple
LocalDrainage
Channel
Local
Drainage
Channel
Earthen Approach Road
C.G.I Roof Shade
Proposed
Dhunge Dhara
-("+u] wf/f_
Dachhikali
Proposed Structure
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4. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
ADMINISTRATION CONFERENCE
& STORAGE ROOM Drawing No. 3
Prepared & Submitted by:
FOUNDATION LAYOUT
PLAN
Dachhikali
70.0 '
30.0'
64.0 '
10.5'
15.5 ' 13.5 ' 13.5 ' 15.5 '
10.5'
15.5 '
10.5'
10.5'
10.5'
15.5 '13.5 ' 13.5 '
12.0'12.0'
17.0 ' 15.0 ' 15.0 ' 17.0 '
? ? ? ? ?
?
?
?
F1F1F1F1F1
F1F1F1F1F1
F1F1F1F1F1
Tie-Beam Tie-Beam Tie-Beam Tie-Beam
Tie-Beam Tie-Beam Tie-Beam Tie-Beam
Tie-Beam Tie-Beam Tie-Beam Tie-Beam
Tie-BeamTie-Beam
Tie-BeamTie-Beam
Tie-BeamTie-Beam
Tie-BeamTie-Beam
Tie-BeamTie-Beam
Tie-BeamTie-Beam
F2
F2
F2
7.2 '
?
F3F3
F3 F3
10.0'
14.0'
16.0 '
20.0 '
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Toilet (Male and Female)
13.3 '
Scale 1:10
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5. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
4 ft x 4 ft 16mmØ Fe-500 R.C.C
Foundation Base Plate
4.0 '
0.5'
1.5'
4.0'
1.5'
1.0 '
1.5 '
1.5 ft x 1.5 ft
16mmØ Fe-500 RCC
Foundation Column
1.5 ft x 1.5 ft
16mmØ Fe-500 RCC
Tie Beam Section
Stress Distribution
Tapered Section
1:1.5:3
1:1.5:3
1:1.5:3
6.0 '
Stone Boulder Soling
FOUNDATION SECTION DETAIL
Dachhikali
F1-Foundation Section Detail
Drawing No. 4
0 1
Dimension is in FPS system
0.5'
1:1.5:3
4.0 '
3.0 '
1:1.5:4
1:1.5:3
1.0'2.0'
1.0'
1.5'
1.0 '
0.5'
1.0'
F2-Foundation Section Detail F3-Foundation Section Detail
1.5 ft x 1.5 ft 12mmØ
Fe-500 RCC
Tie Beam Section
10mmØ Share Ring
Reinforcement
Concrete Covering
a. 1.5 inch in 16mm Ø Reinforcement
b. 1.0 inch in 12mmØ and 10 mmØ Reinforcements
1.0'
2 3
Scale 1:2.5
4
10mmØ Share Rebars
C/C spacing Varies on
Span and Sectin
Administration/Conference
Hall/Storage Building
6.5'
4.0'
2.9'
3.5 '
2.5 '
1.5'
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6. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
GROUND FLOOR PLANDachhikali
16 ft x 11 ft
16 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
16 ft x 11 ft
16 ft x 11 ft
8.0 '
15.0 '
Existing Flat
Platform for
Cultural/Ritual
Purpose
5.0 '
Male-Comfort
Room
Female
Comfort
Room
Steel Rolling Shutter Collapsible
Entry Door
D1 W1 D1 W1 D1 W1 D1 W1
10.0'
16.0 '
Drawing No. 5
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
A
B
C
D
Scale 1:10
Administration/Conference
Hall/Storage Building
1
1
CONNECTION
BUILDING BLOCK-B
MAIN BUILDING
BLOCK-A
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7. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
SECTION A-B-C-DDachhikali
4.0'
1.5'
10.0'
1.0'
Steel Truss Frame C.G.I Sheet Roof
6.0 '
Stone Soling
1.5'
0.5'
0.5'
5.5'
UP
11.0'
UP
Drawing No. 7
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
2.0'
4.0 '
F1
F1 F1 F1 F1
F2
D1W1 D1D1 W1W1W1 D1
3'
Staircase
Rise=7.5 inch
tread=10 inch
11.0'11.0'
Steel Hand Railing
Surrounding Verandah
Scale 1:10
1:2:4 RCC Floor
Administration/Conference
Hall/Storage Building
W2 W2 W2 W2
W2
MAIN BUILDING
BLOCK-A
W2 W2 W2
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8. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
FIRST FLOOR MANAGEENT
MEMBER CABIN PLAN
Dachhikali
16 ft x 11 ft
16 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
14 ft x 11 ft
16 ft x 11 ft
16 ft x 11 ft
8.0 '
15.0 '
5.0 '
Male-Comfort
Room
Female
Comfort
Room
Collapsible
Entry Door
D1 D1 D1 D1
10.0' 16.0 '
Drawing No. 8
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
1.5 '
11.0 '
3.5 '
W2 W2 W2 W2
Steel Hand Railing
Surrounding the Verandahs
Program Break
Refreshment Shade
Administration/Conference
Hall/Storage Building
W2 W2 W2 W2
MAIN BUILDING
BLOCK-A
CONNECTION
BUILDING BLOCK-B
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9. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
TOP FLOOR CONFERENCE HALL
PLAN
Dachhikali
200 Participant/Delegate Accommodation
CONFERENCE HALL
8.0 '
Program Break
Refreshment Shade
5.0 '
Male-Comfort
Room
Female
Comfort
Room
Collapsible
Entry Door
10.0' 16.0 '
Drawing No. 9
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
5.0'
W2 W2 W2 W2
Administration/Conference
Hall/Storage Building
D4
W2 W2 W2 W2
CONNECTION
BUILDING BLOCK-B
MAIN BUILDING
BLOCK-A
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10. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
EAST VIEW ELEVATIONDachhikali
Principle Slope Rafter
Hollow 3 inch Ø Steel Pipe
5.0'
40.9 '
Cross Tie
Hollow 2 inch Ø Steel Pipe
Vertical Strut
Hollow 3 inch Ø Steel Pipe
Tie Beam
Hollow 4 inch Ø Heavy Steel Pipe
Drawing No. 10
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
Administration/Conference
Hall/Storage Building
MAINBUILDING
BLOCK-A
CONNECTION
BUILDINGBLOCK-B
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11. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
WEST VIEW ELEVATIONDachhikali
Principle Slope Rafter
Hollow 3 inch Ø Steel Pipe
5.0'
40.9 '
Cross Tie
Hollow 2 inch Ø Steel Pipe
Vertical Strut
Hollow 3 inch Ø Steel Pipe
Tie Beam
Hollow 4 inch Ø Heavy Steel Pipe
Drawing No. 11
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
Administration/Conference
Hall/Storage Building
CONNECTION
BUILDINGBLOCK-B
MAINBUILDING
BLOCK-A
Rolling Steel
Shutter A
D2
W3
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12. W1 D1
DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
NORTH VIEW ELEVATION
Dachhikali
W1
W2W2
D1W1W1 D1D1
Drawing No. 12
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
Administration/Conference
Hall/Storage Building
W2
W2W2 W2 W2
D2 D2W2D2 D2
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13. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
SOUTH VIEW ELEVATION
Dachhikali
65.0 '
46.0'
Drawing No. 13
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
Administration/Conference
Hall/Storage Building
Rolling Steel
Shutter B
D4 W2W2 W2 W2
D3 W2W2 W2 W2
Note:
In this southern face
Elevation View, as per the
section line drawn in
Ground Floor plan is
shown. Main Building
connected to block B is
shown in East and West
Elevation Views
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14. DACHHINKALI MADIR
DEVELOPMENT AND
EXTENSION PROGRAM
Construction Development & Extension Site
Location: Hetauda Sanopokhara
Ward No : 5
Locality (Toll):
Makawanpur District, Narayani Zone, State No. 3
Prepared & Submitted by:
DOOR, WINDOWS & ROOF TRUSSDachhikali
Principle Slope Rafter
Hollow 3 inch Ø Steel Pipe
5.0'
40.9 '
Cross Tie
Hollow 2 inch Ø Steel Pipe
Vertical Strut
Hollow 3 inch Ø Steel Pipe
Tie Beam
Hollow 4 inch Ø Heavy Steel Pipe
Drawing No. 14
10 2 3 4 5 6 7 8 910
Dimension is in FPS system
Scale 1:10
Administration/Conference
Hall/Storage Building
8.0'
11.0 '
8.0'
3.5 '
7.8'
3.5 '
8.7'
10.9 '
W1
8.0'
5.5 '
7.0'
W1
D2
D3
W3
7.0 '
NOTE:
1. Window-16 number
(All are aluminum section with Glass Panel)
Window dimension is depicted in the drawing.
The section of frame and shutter here is 3 inch. But depending on the construction progress and
situation as well as the fabricators experiences and commonly used section, the section
dimension be altered under modification provision.
W1 (4 no.) window is proposed on Northern side face Ground Floor.
W2 (19 no.) window is proposed 8 no. Northern, 8 no.Southern face and 3 no. Western face.
W3 (1 no.) window is proposed on western side face First Floor
Door
(All are aluminum section with upper side Glass Glazed Panel and Lower side wooden Panel)
Dimensions are depicted in the drawing.
D1 (10 no) Door is proposed 4 no. Northern side ground floor & 2no.x3 storey=6 no comfort rooms
D2 (5 no.) Door is proposed 4 no. on Northern side and 1no. on Western side First floor
D3 (1no.) Door is proposed on Southern side First Floor
D4 (2no.) Door is proposed on Southern side Second Floor including passage to comfort room.
The section of frame and shutter here is 3 inch. But depending on the construction
progress and situation as well as the fabricators experiences and commonly used
section, the section dimension be altered under modification provision.
Steel Rolling shutter
 Dimensions are depicted in the drawing.
 The width and height is equal to clear span between columns and beams
 The practical width depends on the availability of the individual steel section length which is
commercially available in the markets.
 Furthermore, the shutter fabricators skill and experience helps to finalize the shutter panel.
8.7'
16.1 '
1.5'
4.0 '
Rolling Steel
Shutter A
Rolling Steel
Shutter B
D1
3.0 '
D4
5.9 '
7.8'
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