PMAY-G MODEL NO.1 BAMBOO TECHNOLOGY WITH MUD...
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PMAY-G MODEL NO.1 BAMBOO TECHNOLOGY WITH MUD BLOCKS
Transcript of PMAY-G MODEL NO.1 BAMBOO TECHNOLOGY WITH MUD...
PMAY-G MODEL NO.1
BAMBOO TECHNOLOGY WITH MUD BLOCKS
PROPOSED PRADHAN MANTRI AWAAS YOJANA (PMAY-G) RURAL HOUSE MODELS
MODEL NO.1 - BAMBOO TECHNOLOGY WITH STABILISED MUD BLOCKS
S.No. GENERAL SPECIFICATIONS:- DESCRIPTIONS
1. Foundation Strip foundation with stone masonry and stub footing for bamboo props.
2. Plinth Walls Stone Masonry plinth with earth back-filling.
3. Columns 100-125 mm dia. Bamboo Columns. (Treated Bamboos)
4. Superstructure Bamboo frame Structure with bamboo roof truss as per designed.
5. Wallings Stabilized adobe Mud Block 115mm thick at a height of 1 metres from P.L. & upper portions of bamboo wall panels fixed to main bamboo structural supports and 100 mm thick Bamboo Strip - Chicken mesh Ekra Walling at a height of 1.9 metres. [Note: Brick wall can also be used in place of Mud Blocks]
6. Doors Local wood/ Timber framed full panelled doors.
7. Windows Local wood/ Timber framed with glass panes.
8. Ventilators Local wooden frame ventilators with glass panes.
9. Flooring Plain cement flooring over RCC bed on a back filled plinth stone masonry
walls.
10. Roof Structure Hipped Roof with Bamboo roofing members (Rafters, ties and purlins) with an angle of slope of 30 degrees.
11. Roof Cover CGI Sheets used as roof cover and are fastened using J-bolts.
Note: Initial Minimum Recurring cost will incurred for the purchase of chemicals such as Boric acid and Borax powder for
the treatment of Bamboos. Quantity of Borax & Boric for the treatment will be in the ratio 1:1.5 in 10 Litres of water [i.e. 1kg
of Borax with 1.5 kgs of Boric acid powder to be mixed in 10 Litres of water thoroughly} (Soaking Method for Treatment of
Bamboos). Cost of Borax – Rs.240/kg and Cost of Boric – Rs.250/kg.
Description Area (Sq.m) Amount (In Rupees)
1. Ground Floor 25 Rs.1,49,800.00
Total Rs.1,49,800.00
(Rupees One Lakh Forty Nine Thousand And Eight Hundred Only)
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G) DIRECTORATE of C&RD MEGHALAYA, SHILLONG.
LIVING ROOM
BEDROOM
KITCHEN
3250 3250
2800
1200
1200
1600 60
0
VERANDAH1200
1000 1000
1000
800
800
3250
1000STAIRS 300
300 TREAD-300mm
RISER-150mm
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :PLAN LAYOUT
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
D-1
D-3
W-2
W-1
W-1
W-1
V-1
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :PLAN LAYOUT
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH HALFMUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
D-1 1050X2100 01250 1250 1250 1250
1250
1250
1250
1250
800
600
800
800
800
1050
1050
LIVING ROOM
KITCHEN
BEDROOM
VERANDAH1250
2500
1000
STAIRS
TREAD-300mmRISER-150mm
300
300
W-1
W-1
W-1
W-1
VERANDAH
LIVING ROOM
BEDROOM
KITCHEN
800
800
800
800
800
1000
3000 3000
2100
2100
1100
1000
1000
900
900
3000
W-1
W-1
W-1
W-1
D-1
D-2
STAIRSTREAD-300mmRISER-150mm
STAIRS
TREAD-300mmRISER-150mm
V-1
PLINTH AREA: 25 sq.m (268
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH HALFMUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH
Window WXH
W-1 800X1500
Ventilation WXH
V-1 600X1200
D-1 1050X2100 0
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
3250 3250
2800
1200
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
PLINTH AREA
CONTENTSPLAN LAYOUT
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
Doors WXH
Window
W
Ventilation
V
D-1
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
L1/3 L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-10
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-8
4-10 mm ∅
200mm x 230mm
F-1
C-1
F-2
C-2
F-3
C-3
C-4
F-4F-5
F-7 F-8
F-6
C-5C-6
C-8C-7
TB-1 TB-2
TB-3 TB-4 TB-5
TB-6 TB-7
TB-8 TB-9
TB-10
CANTILEVERBEAM CB-1
PROJECTPROPOSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
2400
2400
3658
2400
2400
2400
1000
3000
700
700
200x200mm RCC Column
CGI Sheet
Local Wooden Truss/ Purlins Members
Full Ekra wall
G.L.
G.L.
wooden floor beam
100 mm timber Sill beam
Sill level at 1100mm from raised floor
Local wooden
stairs
200x230mm RCC Beam raised
at a height of 1 metre frm G.L.
RCC Column at a height of 1m
below raised floor
600600
3188
2750
3200
2305
3188
1300
29502875
1975
2050
2948
3050
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
local wooden floor
600
V-1
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY
Assistant Engineer (PMAY-G) Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
1250 1250 1250 1250
1250
1250
1250
1250
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
60060
0
600
600
600
600
600
600
600
600
600
600
600
600
600
600
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :
FOOTING LAYOUT PLAN
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH HALFMUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:310.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
D-1 1050X2100 0
Sq.ft.)
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS
2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
WINDOWS
Sill
Sill
00
Sill
000
X2100 0X2100 0
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
450
300
100
75
Stone soling
P.C.C (1:3:6)
DETAIL OF PLINTH WALL
PLINTH WALL
300
100
500
400
DETAIL OF FOOTING
Stone soling
P.C.C (1:3:6)
FOOTING LAYOUT
PLINTH AREA: 25.2 sq.m (270 .9 Sq.ft.
CONTENTS :PLAN LAYOUT
GENERAL NOTES:1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
3000 3000
2100
2100
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
L1/3 L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-11
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-9
4-10 mm ∅
200mm x 230mm
TYPICAL LONG SECTION OF PLINTH BEAM
F-1
C-1
TB-1
F-2
C-2
TB-2
C-3
C-4C-5
C-6
C-7C-8
C-9
F-3
F-4 F-5 F-6
F-7 F-8 F-9
TB-5 TB-6
TB-9 TB-10
TB-3 TB-4 TB-5
TB-6 TB-7 TB-8
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & 3D VIEWS
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1000
Ventilation WXH Sill
V-1 600X1200 1000
D-1 1000X2100 0 D-2 800X2100 0
PMAY-G RURAL HOUSE
COLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED ROOF
PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED ROOFCGI SHEET COVER)
PCC 75 mm thick
Floor Finishing 50mm
Stone Soling 100mm
1 m height Mud Blocks / brick wall
1.9 m height Split Bamboos/
chicken mesh ekra wall
with cement mortar of 1:4 mix ratio
100-125mm dia Bamboo Column
3000
1000
CGI Sheet
450 450
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :SECTION ELEVATION
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH WALL-MUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
D-1 1050X2100 0
450
Plinth wall
Sill level at 1100mm from P.L.
G.L.
G.L.
P.L.
Bamboo Truss Section
PCC 75 mm thick
Floor Finishing 50mm
Stone Soling 100mm
1 m height Mud Blocks / brick wall
1.9 m height Bamboos mat wall
200x200mm RCC Column
CGI Sheet
Sill level at 1100mm from P.L.
450
450
3000
G.L.G.L.
Plinth wall
P.L.
450
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :SECTION ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :SECTION ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:3.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1000
Ventilation WXH Sill
V-1 600X1200 1000
D-1 1000X2100 0 D-2 800X2100 0
PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED CGISHEET COVER)
wooden floor beam/ purlin members
200x230mm RCC Plinth Beam
Bamboo / local wooden floor beam
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
Local wooden Window 800mm x1500mm
Local wooden door
1050mm x 2100mm
Assistant Engineer (PMAY-G)
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
PLINTH AREA: 25.2 sq.m (270
CONTENTS :PLAN LAYOUT
GENERAL NOTES:1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
3000 3000
2100
2100
L1/3L1/3L1
COLUMNCOLUMN
L2/3
COLUMN
L2L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
L1/3 L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-11
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-9
4-10 mm ∅
200mm x 230mm
TYPICAL LONG SECTION OF PLINTH BEAM
F-1
C-1
TB-1
F-2
C-2
TB-2
C-3
C-4C-5
C-6
C-7C-8
C-9
F-3
F-4 F-5 F-6
F-7 F-8 F-9
TB-5 TB-6
TB-9 TB-10
TB-3 TB-4 TB-5
TB-6 TB-7 TB-8
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & 3D VIEWS
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1000
Ventilation WXH Sill
V-1 600X1200 1000
D-1 1000X2100 0 D-2 800X2100 0
PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED ROOFCGI SHEET COVER)
PCC 75 mm thick
Floor Finishing 50mm
Stone Soling 100mm
1 m height Mud Blocks / brick wall
1.9 m height Split Bamboos/
chicken mesh ekra wall
with cement mortar of 1:4 mix ratio
100-125mm dia Bamboo Column
3000
1000
CGI Sheet
450 450
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :SECTION ELEVATION
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH WALL-MUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
D-1 1050X2100 0
450
Plinth wall
Sill level at 1100mm from P.L.
G.L.
G.L.
P.L.
Bamboo Truss Section
PCC 75 mm thick
Floor Finishing 50mm
Stone Soling 100mm
1 m height Mud Blocks / brick wall
1.9 m height Bamboos mat wall
200x200mm RCC Column
CGI Sheet
Sill level at 1100mm from P.L.
450
450
3000
G.L.G.L.
Plinth wall
P.L.
450
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :SECTION ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
25.2 sq.m (270.9 Sq.ft.)
SECTION ELEVATION
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS
2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN
4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:3.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
& WINDOWS
All Dimensions Are in mm
Doors WXH Sill
WXH Sill
800X1500 1000
WXH Sill
00X1200 1000
00X2100 0 800X2100 0
MODEL-NO.7PMAY-G RURAL HOUSE
(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED CGI
wooden floor beam/ purlin members
200x230mm RCC Plinth Beam
Bamboo / local wooden floor beam
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
Local wooden Window 800mm x1500mm
Local wooden door
1050mm x 2100mm
Assistant Engineer (PMAY-G)Directorate of C&RD
Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
LIVING ROOM
BEDROOM
KITCHEN
3250 3250
2800
1200
1200
1600 60
0
VERANDAH1200
1000 1000
1000
800
800
3250
1000STAIRS 300
300 TREAD-300mm
RISER-150mm
PLINTH AREA : 26 sq.m (279.7 Sq.ft.)
CONTENTS :PLAN LAYOUT
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 1000X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
W-2 800X1500 1100
D-1 1000X2100 0
D-2 800X2100 0
D-1
D-3
W-2
W-1
W-1
W-1
V-1
VERANDAH
LIVING ROOM
BEDROOM
KITCHEN
800
800
800
800
800
1000
3000 3000
2100
2100
1100
1000
1000
900
900
3000
W-1
W-1
W-1
W-1
D-1
D-2
STAIRSTREAD-300mmRISER-150mm
STAIRS
TREAD-300mmRISER-150mm
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.1PROPOSED PMAY-G RURAL HOUSE(BAMBOO COLUMNS WITH HALFMUD BLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
GENERAL NOTES:
1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT IS 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH Sill
Window WXH Sill
W-1 800X1500 1100
Ventilation WXH Sill
V-1 600X1200 1100
D-1 1050X2100 0
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
3250 3250
2800
1200
1000
1000
1000
1000
1000
1000
1000
10001000
1000
1000
1000
1000
1000
PLINTH AREA: 25 sq.m (268
CONTENTS :PLAN LAYOUT
GENERAL NOTES:1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE MENTIONED.2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEENADOPTED.4. CONCRETE MIX SHALL BE M20 i.e. 1:1.5:35. ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.
SCHEDULED OF
DOORS & WINDOWS
All Dimensions Are in mm
Doors WXH
Window WXH
W-1 800X
Ventilation WXH
V-1 600X
D-1 900X2100 0
L1/3L1
COLUMN
L2/3
COLUMN
L2L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
L1/3 L2/3
Stirrups 8mm ∅ @150mm c/c throughout.
TYPICAL LONG SECTION OF PLINTH BEAM
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
Stirrups 8mm ∅ @150mm c/c throughout.
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-10
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-8
4-10 mm ∅
200mm x 230mm
F-1
C-1
F-2
C-2
F-3
C-3
4
F-4F-5
F-7 F-8
F-6
C-5C-6
C-8C-7
TB-1 TB-2
-3 TB-4 TB-5
TB-6 TB-7
TB-8 TB-9
TB-10
CANTILEVER
PROJECT : MODEL-NO.4PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF BRICKWALL & HALF BAMBOO MATWALLING WITH FLAT ROOF CGISHEET COVER)
1000
3000
700
700
200x200mm RCC Column
CGI Sheet
Local Wooden Truss/ Purlins Members
Full Ekra wall
G.L.
G.L.
wooden floor beam
100 mm timber Sill beam
Sill level at 1100mm from raised floor
Local wooden
stairs
200x230mm RCC Beam raised
at a height of 1 metre frm G.L.
RCC Column at a height of 1m
below raised floor
600600
3188
2750
3200
2305
3188
1300
29502875
1975
2050
2948
3050
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
local wooden floor
600
V-1
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
Item.no Description of items L B H Quantity Area Content
1/1.1
a) In hard soil.
Footing 19 1 1 0.60 0.60 1.00 6.84
plinth wall 14 1 1 0.65 0.30 0.60 1.64
1 1 1 1.90 0.30 0.60 0.34
Total = 8.48
@ Rs. 231.00 Per Cum Rs. 1,958.88
2/1.4
(b) Footing 19 1 1 0.60 0.60 1.00 6.84
Deduct Column 19 1 1 0.13 0.13 0.90 -2.14
Flooring 1 1 1 5.00 5.00 0.25 -1.25
Total = 3.45
@ Rs. 210.00 Per Cum Rs. 725.03
3/2.1
(b) In prop 1:4:8
Footing 19 1 1 0.60 0.60 0.10 0.68
Plinth wall 14 1 1 0.65 0.30 0.08 0.20
1 1 1 1.90 0.30 0.08 0.04
Total = 0.92
@ Rs. 5,688.00 Per Cum Rs. 5,232.96
4/2.2
(b) 50 mm thick In prop 1:3:6
Flooring 1 1 1 5.00 5.00 - 25.00
Total = 25.00
@ Rs. 354.00 Per Sqm Rs. 8,850.00
Detailed Estimate of Proposed PMAY-G Rural House Model No.1
(Bamboo Columns with Half Mud Blocks & Half Chicken Mesh-Bamboo Strip Ekra Wall)
Rate As Per Govt. of Meghalaya (P.W.D) Schedule Of Rates For Building
Works 2015-2016 For Khasi Hills.
No
Earthwork in excavation in foundation trenches including dressing of sides and ramming of
bottom including stacking of serviceable stones and removal of excavated earth which lead upto
50m complete............
Earthwork in filling including necessary carriage,watering,ramming etc. complete as directed and
specified
Plain cement concrete works with coarse aggregates of sizes 13mm to 32mm in foundation bed for
footing steps,walls,brick worksetc.as directed and specified including dewatering if necessary,and
curing complete(shuttering where necessary shall be measured and paid seperately)
Plain cement concrete floor base in prop 1:3:6 laid in alternate bays as specified with coarse
aggregates of size 13mm to 32mm including dewatering if necessary,and curing etc complete.
Page 1
Item.no Description of items L B H Quantity Area ContentNo
5/2.8
(a)
(i)TMT corrosion resistant
steel.
Footing jelly 19 2 1 0.60 - 0.39 8.89
Wall panels 1 1 1 38.40 - 0.39 14.98
Total = 23.87
Say = 0.24
@ Rs. 9,191.00 Per Qtl Rs. 2,193.89
6/3.2
Floor 1 1 1 5.00 - 5.00 25.00
Total = 25.00
@ Rs. 322.00 Per Sqm Rs. 8,050.00
7/4.1
(c)Stone soling of thickness
100mm
Footing 19 1 1 0.60 0.60 - 6.84
plinth wall 14 1 1 0.65 0.30 - 2.73
1 1 1 0.65 0.30 - 0.20
Flooring 1 1 1 5.00 5.00 - 25.00
Total = 34.77
@ Rs. 378.00 Per Sqm Rs. 13,143.06
8/4.11.
(b)(ii) Plinth wall 14 1 1 0.60 0.30 0.73 1.83
1 1 1 1.90 0.30 0.73 0.41
Steps 1 2 1 0.30 1.00 - 0.60
Total = 2.84
@ Rs. 4,344.00 Per cum Rs. 12,336.96
9*
Wall 14 1 1 1.00 - 1 14.00
Stone masonry work in retaining wall,wing wall,abutment,foundation,steps,plinth etc….
Providing mud block etc…..
25mm thick cement concrete topping 1:2:4(1cement:2coarse sand:4coarse aggregates of 12mm
nominal size)finished with a floating coat of neat cement finish(base concrete to be measured and
paid seperately) to be laid in panels including curing complete as directed.
Providing brick soling in foundation and under floor with stone/best quality picked jhama
brick,sand packed and laid to level and in panel after preparing the subgrade as directed including
all labour and materials and if necessary dewatering,complete..
Supplying,fitting and fixing in position reinforcement bars upto 1st floor level,conforming to
relevent i.s code for rcc work/R.B walling including straightening,cleaning,cutting and bending to
to proper shapes and length as per details,supplying and binding with 20G annealed black wire
and placing in position with proper blocks,supports,chairs,spacers etc.complete.(rates inclusive of
all wastage,lappage,hooks,chairs,anchorage etc.and no measurements for the same is required)
From primary sources like TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL
Deducting the total by 100 for bamboo props & wall panels at at
a length of 60 cm & 20 cm (rods)
Page 2
Item.no Description of items L B H Quantity Area ContentNo
Deduct door
D1 2 1 1 1.00 1.00 - -2.00
Total = 12.00
@ Rs. 1,450.00 Per sqm Rs. 17,400.00
10*
Ekra Wall 15 1 1 1.00 - 1.9 28.50
D1 2 1 1 1.00 1.20 - -2.40
W1 4 1 1 0.80 - 1.50 -4.80
V1 1 1 1 0.60 - 1.20 -0.72
Total = 20.58
@ Rs. 101.50 Per sqm Rs. 2,088.87
11/25.2
Ekra Wall 15 2 1 1.00 1.90 - 57.00
Deduct door & Window
D1 2 1 1 1.00 1.20 - -2.40
W1 4 1 1 0.80 1.50 - -4.80
V1 1 1 1 0.60 1.20 - -0.72
Total = 49.08
@ Rs. 564.00 Per sqm Rs. 27,681.12
12/8.2
(d) D1 2 1 1 5.20 0.13 0.08 0.10
W-1 4 1 1 4.60 0.13 0.08 0.19
V-1 1 1 1 4.00 0.13 0.08 0.04
Total = 0.33
@ Rs. 56,179.00 Per cum Rs. 18,539.07
13/8.19
(d) 35mm thick
D1 2 1 1 1.00 2.10 - 4.20
Total = 4.20
Providing wood work in frame (chowkats) of doors,windows,clerestory windows etc…
Deduct Doors & Windows
Providing,fitting and fixing full panelled doors/windows etc…
Providing & fitting chicken mesh etc…
Bamboo slit walling in timber frame with bamboo slit fitted in to the grooves of the timber frame
and stiffened by means of double bamboo slits 25mm wide and not less than 6mm thick spaced at
intervals of not more than 400mm apart one slit attached on each side and tied together by means
of cane slit/galvd tying wire including 20 mm thick cement plaster in prop 1 cement : 6 fine sand
on both sides in two coats with curing etc. complete (measurement for timber frame shall be
measured and paid separately.)
Page 3
Item.no Description of items L B H Quantity Area ContentNo
@ Rs. 3,420.00 Per Sqm Rs. 14,364.00
14/13.1
(b)
W1 4 1 1 0.80 1.50 - 4.80
V1 1 1 1 0.60 1.20 - 0.72
Total = 5.52
@ Rs. 1,307.00 Per Sqm Rs. 7,214.64
15*
Bamboo Purlins 10 1 1 5.20 1.00 - 52.00
Truss Section 13 1 1 1.00 1.00 - 13.00
Total = 65.00
@ Rs. 167.00 Per nos. Rs. 10,855.00
16/7.3
(a) 0.45mm Thick 1 1 1 5.60 5.60 - 31.36
Total = 31.36
@ Rs. 817.00 Per Sqm Rs. 25,621.12
Total = Rs. 1,76,254.60
Rs. 1,49,816.41
Say = Rs. 1,49,800.00
Deduct 15% contractor profit =
providing bomboo post and trusses,purlin etc...
providing corrugated galvanised iron sheet etc….
Providing and fixing clear sheet glass etc…
4.00mm thick (Area of glass panes exceeding 400 sq.cm but less than 1200 sq.cm.)
(Rupees One Lakh Forty Nine Thousand And Eight Hundred Only)
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G)
DIRECTORATE OF C&RD
MEGHALAYA, SHILLONG.
Page 4
