PMAY-G MODEL NO.2
RCC FRAME STRUCTURE WITH HALF MUD BLOCKS & HALF EKRA WALLING
PROPOSED PRADHAN MANTRI AWAAS YOJANA (PMAY-G) RURAL HOUSE MODELS
MODEL NO.2 - RCC FRAME STRUCTURE WITH HALF MUD BLOCKS & HALF EKRA WALLING
S.No. GENERAL SPECIFICATIONS:- DESCRIPTIONS
1. Foundation Isolated footings as per designed.
2. Plinth Walls Stone Masonry plinth wall.
3. Columns 200 mm x 200 mm square RCC Columns.
4. Superstructure RCC frame Structure 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 with Bamboo Strips - Chicken mesh Ekra Walling at a height of 1.9 metres above sill level. [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 frame 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.2,18,500.00
Total Rs.2,18,500.00
(Rupees Two Lakhs Eighteen Thousand And Five Hundred Only)
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G) DIRECTORATE of C&RD MEGHALAYA, SHIILONG.
2500 2500
2500
2500
LIVING ROOM
KITCHEN
BEDROOM
VERANDAH
1000
1000
1200
1000
600
800
1000
STAIRS TREAD-300mmRISER-150mm30
0
300
2500
800
D-1
D-3
W-1
W-1
V-1
W-2
W-2
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :PLAN LAYOUT
PROJECT : MODEL-NO.2PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF MUDBLOCKS & 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 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: 28.2 sq.m (303.15 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET 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 METRESFROM 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 900X2100 0
PLINTH AREA:
CONTENTS :PLAN LAYOUT
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
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.
PROJECT : MODEL-NO.8PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR(LOCAL WOODEN FLOORS) WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
2500 2500
2500
2500
1000
1000
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.
F-1
C-1
F-2
C-2
F-3
C-3
F-6
C-6
F-9
C-8
F-8F-7
C-7
F-4
C-4
F-5
C-5
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-12
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-9
4-10 mm ∅
200mm x 230mm
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.
C-9
TB-1 TB-2
TB-3 TB-4 TB-5
TB-6 TB-7
TB-8 TB-9 TB-10
TB-12TB-11
PROJECTPROPOSED (RCC COLUMN WITH HALF MUDBLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
2375
2475
2375
3750
2450
700
200x200mm RCC Column
CGI Sheet
100 mm timber Sill beam
Sill level at 1100mm from raised floor
Local Wooden Truss/Purlins members
G.L.
PLINTH
CONTENTSSECTION ELEVATION
DRAWN BY
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.
1 m height Mud Blocks / brick wall
1.9 m height Bamboos mat wall
RCC Column at a height of 1m
below raised floor
Local wooden floor 100mm thick
wooden floor beam
Local wooden
stairs
200x230mm RCC Beam raised
at a height of 1 metre frm G.L.
600
900900
900
4000
BEDROOM KITCHENLIVING ROOM
PLINTH AREA: 28.2 sq.m (303.15 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 METRESFROM 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 900X2100 0
800
W-1
800
W-1
800
W-1D-1 D-1
D-1
600
V-1
900 900
600
600TREAD-300mm
RISER-150mmTREAD-300mmRISER-150mm
STAIRS STAIRS
1300
1300
800
8200
PROJECT : MODEL-NO.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET COVER)
4000
2275
2575
2575
2575
2850 2575
PROJECTPROPOS(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR OFLOCAL WOODEN FLOORS WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
REAR VIEW
RIGHT VIEW
SCHEDULED OF
DOORS
All Dimensions Are in mm
Doors WXH
Window WXH
W-1 800X
Ventilation
V-1 6
D-1 10 D-2 800
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
29502875
1975
2050
2948
3050
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.
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
PLINTH AREA: 28.2 sq.m (303.15 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET 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 METRESFROM 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 900X2100 0
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :PLAN LAYOUT
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
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.
PROJECT : MODEL-NO.8PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR(LOCAL WOODEN FLOORS) WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
2500 2500
2500
2500
1000
1000
1000
1000
1000
100010
001000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :FOOTING PLAN
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.
F-1
C-1
F-2
C-2
F-3
C-3
F-6
C-6
F-9
C-8
F-8F-7
C-7
F-4
C-4
F-5
C-5
SCHEDULED OF COLUMNS SCHEDULED OF TIE BEAMS
4-10 mm ∅
200mm x 200mm
TB-1 to TB-12
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-9
4-10 mm ∅
200mm x 230mm
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.
C-9
TB-1 TB-2
TB-3 TB-4 TB-5
TB-6 TB-7
TB-8 TB-9 TB-10
TB-12TB-11
PROJECT : MODEL-NO.2PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF MUDBLOCKS & HALF BAMBOOSTRIP-CHICKEN MESH EKRAWALLING WITH HIPPED ROOF CGISHEET COVER)
1000
3000
700
700
200x200mm RCC Column
CGI Sheet
100 mm timber Sill beam
Sill level at 1100mm from raised floor
Local Wooden Truss/Purlins members
G.L. G.L.
PLINTH AREA: 25.2 sq.m (270
CONTENTS :SECTION ELEVATION
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
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 800X1500 1
Ventilation WXH
V-1 600X1200 1
D-1 1000X2100 0 D-2 800X2100 0
1 m height Mud Blocks / brick wall
1.9 m height Bamboos mat wall
RCC Column at a height of 1m
below raised floor
Local wooden floor 100mm thick
wooden floor beam
Local wooden
stairs
200x230mm RCC Beam raised
at a height of 1 metre frm G.L.
600
900900
900
4000
2625
900
BEDROOM KITCHENLIVING ROOM
PLINTH AREA: 28.2 sq.m (303.15 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 METRESFROM 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 900X2100 0
800
W-1
800
W-1
800
W-1D-1 D-1
D-1
600
V-1
900 900
600
600TREAD-300mm
RISER-150mmTREAD-300mmRISER-150mm
STAIRS STAIRS
1300
1300
800
8200
PROJECT : MODEL-NO.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET COVER)
4000
2275
2575
2575
2575
2850 2575
PROJECT : MODEL-NO.8PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR OFLOCAL WOODEN FLOORS WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
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
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
29502875
1975
2050
2948
3050
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.
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
4000
2325
1200
PLINTH AREA: 28.2 sq.m (303.15 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.
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-7
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-6
4-10 mm ∅
200mm x 230mm
F-1
C-1
TB-1
F-2
C-2
TB-2
C-4C-5
C-6
F-3
F-6F-5F-4
TB-6 TB-7
TB-3 TB-4 TB-5
C-3
CB-1 CB-2 CB-3
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
PROJECT : MODEL-NO.8PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR OFLOCAL WOODEN FLOORS WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
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.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET COVER)
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)
CONTENTS :FOOTING LAYOUT
DRAWN BY:
Assistant Engineer (PMAY-G) Directorate of C&RD Meghalaya, Shillong.
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
PROJECT : MODEL-NO.8PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR OFLOCAL WOODEN FLOORS WITHHALF BRICK WALL & HALFBAMBOO MAT WALLING WITHCROSS HIPPED ROOF CGI SHEETCOVER)
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
200x200mm RCC Column
3000
1000
CGI Sheet
450 450
450
Plinth wall
Sill level at 1100mm from P.L.
G.L.
G.L.
P.L.
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :SECTION ELEVATION
PROJECT : MODEL-NO.2PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF MUDBLOCKS & 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 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
Bamboo Truss Section
Local wooden floor beam
200x230mm RCC Plinth Beam
450
G.L.
PCC 75 mm thick
Floor Finishing 50mm
Stone Soling 100mm
Full Mud Block/ Brick wall
200x200mm RCC Column
CGI Sheet (Flat roof)
Sill level at 1100mm from P.L.
Local wooden floor Beam &
Purlin Members
3000
500
200x230mm RCC Plinth Beam
PLINTH AREA (303
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 3 METRESFROM PLINTH LEVEL.
SCHEDULED OF
DOORS
All Dimensions Are in mm
Doors WXH
Window WXH
W-1 800X
Ventilation
V-1
D-1 900
PROJECT : MODEL-NO.5PROPOSED PMAY-G RURAL HOUSE(RCC COLUMNS WITH FULL MUDBLOCKS/ BRICK WALL WITH OPENGABLE ROOF CGI SHEET COVER)
4000
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
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
4000
2325
1200
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-7
Stirups 8mm ∅ @100mm c/c throughout.
C-1 to C-6
F-1
C-1
TB-1
F-2
C-2
TB-2
C-4C-5
F-5F-4
TB-6 TB-7
TB-3 TB-4 TB-
CB-1 CB-2
PLINTH AREA: 25 sq.m (268.75 Sq.ft.)
CONTENTS :FRONT, BACK, LEFT & RIGHTVIEWS
PROJECT : MODEL-NO.2PROPOSED PMAY-G RURAL HOUSE(RCC COLUMN WITH HALF MUDBLOCKS & 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 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
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
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
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
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
200x200mm RCC Column
3000
1000
CGI Sheet
450 450
450
Plinth wall
Sill level at 1100mm from P.L.
G.L.
G.L.
P.L.
Bamboo Truss Section
Local wooden floor beam
200x230mm RCC Plinth Beam
450
Plinth wall
P.L.
3000
500
4000
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
FRONT VIEW REAR VIEW
LEFT VIEW RIGHT VIEW
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 ordinary soil.
Footing 9 1 1 1.00 1.00 1.20 10.80
Plinth wall 8 1 1 1.50 0.45 0.60 3.24
Total = 14.04
@ Rs. 179.00 Per Cum Rs. 2,513.16
2/1.4
(b)
Footing 9 1 1 1.00 1.00 1.20 10.80
Deduct Column 9 1 1 0.25 0.25 1.20 -2.70
Flooring 1 1 1 5.00 5.00 0.25 -1.25
Total = 6.85
@ Rs. 210.00 Per Cum Rs. 1,438.50
3/2.1
(b) In prop 1:4:8
Footing 9 1 1 1.00 1.00 0.08 0.68
Total = 0.68
@ Rs. 5,688.00 Per Cum Rs. 3,867.84
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
5/2.5
Detailed Cost Estimate of Proposed PMAY-G Rural House Model No.2
(RCC Framed Structure 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)
Providing and laying concrete in reinforced cement concrete works using concrete mixture
machine with coarse sand & 20mm down graded stone aggregate including dewatering if
necessary,and curing complete but excluding formwork and reinforcement for reinforced cement
concrete work(form work and reinforcement will 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
5/2.5.1
(a) Footing 9 1 1 1.00 1.00 0.20 1.80
Column from top of
footing upto top of PL9 1 1 0.20 0.20 1.28 0.46
Plinth Beam 12 1 1 2.50 0.20 0.23 1.38
Total = 3.64
@ Rs. 7,514.00 Per Cum Rs. 27,350.96
6/2.5.3
(a) M15 or prop 1:2:4
Column from top of PL
upto top of 1st floor 9 1 1 0.20 0.20 3.00 1.08
Total = 1.08
@ Rs. 7,692.00 Per Cum Rs. 8,307.36
7/2.8
(a)
(i)TMT corrosion resistant
steel.
Footing jelly 9 10 2 1.00 - 0.62 111.60
Column from footing
upto top of PL9 4 1 2.10 - 0.62 46.87
Stirrups 9 17 1 0.64 - 0.39 38.19
Plinth beam 12 4 1 2.50 - 0.62 74.40
Stirrups 12 16 1 0.64 - 0.39 47.92
Column from top of PL
upto top of 1st floor 9 4 1 3.00 - 0.62 66.96
Stirrups 9 24 1 0.64 - 0.39 53.91
Total = 439.85
Say = 4.40
@ Rs. 9,191.00 Per Qtl Rs. 40,426.61
8/2.10
(a)
in columns,pillars,posts,struts,suspended floor,roof,landing,shelf and support,balcony,lintel,sill
band,beam,girder,bressumer,cantiliver,staircase etc.above plinth level upto 1st floor level(without
using admixture,plasticiser)
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
Providing formwork of ordinary timber planking of thickness not less than 25mm and removal of
the same for concrete members so as to give a rough finish including centering,shuttering,strutting
and propping etc..for height of propping and centering ofsupporting floor to the soffit of the
concrete member not exceeding 4.0m as specified for the following items:
in foundation and sub-structure including footing,columns with base,tie and plinth beam,pile
cap,raft slab,base slab,rcc walls,retaining walls,wallsof septic tank,inspection pit and the likes and
other works not less than 100mm thick up to plinth level.(witout using admixture,plasticiser)
Foundation,footings,bases of columns,pile
cap,raft and mass concrete works etc.
Page 2
Item.no Description of items L B H Quantity Area ContentNo
Footing 9 2 2 1.00 - 0.20 7.20
Total = 7.20
@ Rs. 339.00 Per Sqm Rs. 2,440.80
2.10(b) Plinth Beam 12 2 1 2.50 - 0.23 13.80
Total = 13.80
@ Rs. 421.00 Per Sqm Rs. 5,809.80
2.10(c)Column from top of
footing upto top of PL9 2 2 0.20 - 1.60 11.52
Column from top of PL
upto top of 1st floor slab9 2 2 0.20 - 3.00 21.60
Total = 33.12
@ Rs. 573.00 Per Sqm Rs. 18,977.76
9/4.1
(c)Stone soling of thickness
100mm
Footing 9 1 1 1.00 1.00 - 9.00
Flooring 1 1 1 5.00 5.00 - 25.00
Total = 34.00
@ Rs. 378.00 Per Sqm Rs. 12,852.00
10/4.11.
(b)(ii) Plinth wall 8 1 1 2.30 0.45 0.60 4.97
Steps 1 2 1 1.00 0.30 0.15 0.09
Total = 5.06
@ Rs. 4,344.00 Per cum Rs. 21,980.64
11*
Walls 7 1 1 2.30 - 1 16.10
Deduct door & Window
D1 1 1 1 1.00 - 1.00 -1.00
D2 1 1 1 0.80 - 1.00 -0.80
Total = 14.30
@ Rs. 1,450.00 Per sqm Rs. 20,735.00
12*
Stone masonry work in retaining wall,wing wall,abutment,foundation,steps,plinth etc….
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..
Providing mud block etc…..
Providing & fitting chicken mesh etc…
Page 3
Item.no Description of items L B H Quantity Area ContentNo
(c) Ekra Wall 7 1 1 2.30 - 1.9 30.59
D1 1 1 1 1.00 - 1.20 -1.20
D2 1 1 1 0.80 - 1.20 -0.96
W1 2 1 1 1.00 - 1.50 -3.00
W2 1 1 1 0.80 - 1.50 -1.20
V1 1 1 1 0.60 - 1.20 -0.72
Total = 23.51
@ Rs. 101.50 Per sqm Rs. 2,386.27
13/25.2
Ekra Wall 7 1 1 2.30 - 1.9 30.59
D1 1 1 1 1.00 - 1.20 -1.20
D2 1 1 1 0.80 - 1.20 -0.96
W1 2 1 1 1.00 - 1.50 -3.00
W2 1 1 1 0.80 - 1.50 -1.20
V1 1 1 1 0.60 - 1.20 -0.72
Total = 23.51
@ Rs. 564.00 Per sqm Rs. 13,259.64
14/8.2
(d) D1 1 1 1 5.20 0.13 0.08 0.05
D2 1 1 1 3.70 0.13 0.08 0.03
W1 2 1 1 5.00 0.13 0.08 0.09
W2 1 1 1 4.60 0.13 0.08 0.04
V1 1 1 1 3.60 0.13 0.08 0.03
Total = 0.21
@ Rs. 56,179.00 Per cum Rs. 11,797.59
15/8.19
(d) 35mm thick
D1 1 1 1 1.00 2.10 - 2.10
D2 1 1 1 0.80 2.10 - 1.68
Providing,fitting and fixing full panelled doors/windows etc…
Providing wood work in frame(chowkats) of doors,windows,clerestory windows etc…
Deduct Doors & Window
Deduct Doors & Window
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 4
Item.no Description of items L B H Quantity Area ContentNo
Total = 3.78
@ Rs. 3,420.00 Per Sqm Rs. 12,927.60
16/8.19
W1 2 1 1 1.00 - 1.50 3.00
W2 1 1 1 0.80 - 1.50 1.20
V1 1 1 1 0.60 - 1.20 0.72
Total = 4.92
@ Rs. 1,221.00 Per Sqm Rs. 6,007.32
17*
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
18/7.3
(a) 0.45mm Thick 1 1 1 5.45 5.45 - 29.70
Total = 29.70
@ Rs. 817.00 Per Sqm Rs. 24,264.90
Total = Rs. 2,57,048.75
Rs. 2,18,491.44
Say = Rs. 2,18,500.00
PREPARED BY:
ASSISTANT ENGINEER (PMAY-G)
DIRECTORATE OF C&RD
MEGHALAYA, SHILLONG.
(Rupees Two Lakhs Eighteen Thousand And Five Hundred Only)
Deduct 15% contractor profit =
Providing corrugated galvanised iron sheet etc….
Providing bomboo post and trusses,purlin etc...
(a) 3.00mm thick (Area of glass panes exceeding 400 sq.cm)
Providing and fixing clear sheet glass bedded in putty and fixed with/without wooden beading
including necessary cutting of glass to the required size (payment for wooden bead shall be made
separately)
Page 5