PMAY-G HOUSE MODEL NOmegcnrd.gov.in/new_pmay-g_modelhouse/New_PMAY-G_Model-2.pdf · 2020. 5. 2. · 10. Exterior/Interior Finishing Exterior/Interior finishings with acrylic washable

PMAY-G HOUSE MODEL NO.2

22

ABSTRACT

Proposed Construction of PMAY-G Rural House Model No.2

Sl.No. GENERAL SPECIFICATIONS:-

DESCRIPTION

1. Safe Bearing Capacity The Safe Bearing Capacity considered is 150 KN/sq.m,

2. Foundation Isolated / Combined RCC isolated footings.

3. Superstructure RCC Frame Structure with Roof Truss as per design.

4. Walls 12.5 cm thick 1st Class Brick / Mud Blocks / Hollow Block / Stone Block/ AAC Blocks etc.

5. Doors Full panelled 2nd Class local wooden doors.

6. Windows / Ventilators 2nd Class Timber frame with glass panes / Steel Frames Windows / Ventilators with MS Grills & glass panes.

7. Floor/ Room Height 255cms (2.55 metres) plus an additional height of 700mm (0.7 metres) for Roofing.

8. Flooring 25mm thick C.C. flooring.

9. Roof Truss & Roof Cover Tubular 2nd Class/treated Timber Frame Truss as per design with CGI sheet used as roof cover fastened with J-bolts.

10. Exterior/Interior Finishing Exterior/Interior finishings with acrylic washable distemper of approved shade for columns, brick walls, lintels etc. Doors & windows painted with synthetic enamel paint of approved shade.

PMAY-G House Model

Area (in sq.m)

Amount (in Rs) [As per Local Market Rate]

Amount (in Rs) [As per PWD-Buildings SOR]

Model No.2

31.53

Rs.1,87,830.00 Rs.2,62,550.00

Prepared by : ASSISTANT ENGINEER (PMAY-G) DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.

Sl.No. Items /Materials Nos. Quantity Unit Rate Amount

1 Stone Soling (100mm thick) - 4.38 cum ₹ 2,390.00 ₹ 10,468.20

2 PCC 1:3:6 (50mm thick) - 2.19 cum

(i) Cement 6.31 bags ₹ 420.00 ₹ 2,650.20

(ii) Coarse sand 0.657 cum ₹ 1,200.00 ₹ 788.40

(iii) Stone Aggregates 1.31 cum ₹ 1,300.00 ₹ 1,703.00

3 RCC works 1:2:4 (substructure) - 2.86 cum

(i) Cement 11.76 bags ₹ 420.00 ₹ 4,939.20



4 RCC works 1:2:4 (superstructure) - 3.45 cum

(i) Cement 14.19 bags ₹ 420.00 ₹ 5,959.80

(ii) Coarse sand 0.98 cum ₹ 1,200.00 ₹ 1,176.00


5 Reinforcement bars (Rods)

(i) #10mm dia - 1.42 quintal ₹ 5,500.00 ₹ 7,810.00

(ii) #6mm dia - 1.14 quintal ₹ 5,500.00 ₹ 6,270.00

6 Formwork/Planks (25mm) - - L/s ₹ 4,000.00 ₹ 4,000.00

7 Stone Masonry (1:6) Boulders - 2.23 cum ₹ 2,390.00 ₹ 5,329.70

(i) Cement 2.75 bags ₹ 420.00 ₹ 1,155.00

(ii) Coarse sand 1.47 cum ₹ 1,200.00 ₹ 1,764.00

8 Brickwork (1:6) - 63.83 sqm

(i) Bricks 2872 nos. ₹ 9.00 ₹ 25,848.00

(ii) Cement 7.00 bags ₹ 420.00 ₹ 2,940.00

(iii) Coarse sand 1.47 cum ₹ 1,200.00 ₹ 1,764.00

9 25mm Topping for Flooring (1:2:4) - 0.862 cum

(i) Cement 3.54 bags ₹ 420.00 ₹ 1,486.80


(iii) Stone Aggregates 0.492 cum ₹ 1,300.00 ₹ 639.60

PMAY-G RURAL HOUSE MODEL NO.2

(Tentative Cost-Estimate as per Local Market Rate)

10 10mm Thick Plaster (1:6) - 1.353 cum

(i) Cement 5.56 bags ₹ 420.00 ₹ 2,335.20

(ii) Hill sand 1.16 cum ₹ 800.00 ₹ 928.00

11 Distempering/Painting 1 8 litres ₹ 160.00 ₹ 1,280.00

12Woodwork in doors/windows

(chowkhat)1 0.15 cum ₹ 15,000.00 ₹ 2,250.00

13 Doors & window panels

(i) Door & Window Panels - - L/s ₹ 10,000.00 ₹ 10,000.00

14 Woodworks in Roofings - 0.51 cum ₹ 15,000.00 ₹ 7,650.00

15 CGI Sheet Roof

(i) Roofs - 45.70 sqm ₹ 328.00 ₹ 14,989.60

(ii) Ridging - 16.24 Rm ₹ 170.00 ₹ 2,760.80

16 Miscellaneous items - - L/s ₹ 5,000.00 ₹ 5,000.00

₹ 1,39,832.70

17 Labour Cost

(i) Unskilled 1 30 Mandays ₹ 300.00 ₹ 9,000.00

(ii) Semi-Skilled 2 30 Mandays ₹ 400.00 ₹ 24,000.00

(iii) Skilled 1 30 Mandays ₹ 500.00 ₹ 15,000.00

₹ 48,000.00

₹ 1,87,832.70

Say = ₹ 1,87,830.00

Notes:

3) Detailed Measurements of the drawings/plans are to be followed as per the dimensions/measurements mentioned in the PWD

SOR detailed estimate.

PREPARED BY:

ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENTMEGHALAYA, SHILLONG.

Labour Component (B) Total =

Grand Total (A+B) =

1) The above rates are tentative and subjected to vary from one place to another depending upon the local market rate.

2) Transportation & carriage charges may also differ depending upon the distance and topography of the site.

Material Component (A) Total =

Assuming the work to be completed within 30 working days.

(Rupees One Lakh Eighty Seven Thousand Eight Hundred And Thirty Only)

Sl.No /

Item.noDescription of items L B H Quantity Area Content

1/1.1

a) In ordinary soil

Footing 8 1 1 0.65 0.65 0.65 2.20

1 1 1 0.50 0.50 0.50 0.13

Plinth wall (X-axis) 3 1 1 2.40 0.30 0.30 0.65

2 1 1 2.60 0.30 0.30 0.47

Y-axis 3 1 1 2.40 0.30 0.30 0.65

2 1 1 2.10 0.30 0.30 0.38

Total = 4.48

@ Rs. 179.00 Per Cum Rs. 801.92

2/4.1

(c)

Footing 8 1 1 0.60 0.60 - 2.88

1 1 1 0.50 0.50 - 0.25

Plinth wall (X-axis) 3 1 1 2.40 0.30 - 2.16

2 1 1 2.60 0.30 - 1.56

Y-axis 3 1 1 2.40 0.30 - 2.16

2 1 1 2.10 0.30 - 1.26

Flooring 1 1 1 6.37 3.17 - 20.19

1 1 1 3.17 2.70 - 8.56

Verandah 1 1 1 3.22 1.50 - 4.83

Total = 43.85

@ Rs. 378.00 Per Sqm Rs. 16,575.30

3/2.2

(b)

Footing 8 1 1 0.60 0.60 - 2.88

1 1 1 0.50 0.50 - 0.25

Plinth wall (X-axis) 3 1 1 2.40 0.30 - 2.16

2 1 1 2.60 0.30 - 1.56

Y-axis 3 1 1 2.40 0.30 - 2.16

2 1 1 2.10 0.30 - 1.26

Flooring 1 1 1 6.37 3.17 - 20.19

1 1 1 3.17 2.70 - 8.56

Verandah 1 1 1 3.22 1.50 - 4.83

Total = 43.85

@ Rs. 354.00 Per Sqm Rs. 15,523.57

50 mm thick In prop 1:3:6

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.

Detailed Estimate for Construction of PMAY-G Rural House Model No.2

Rate as per Govt. of Meghalaya P.W.D (Building Works) Schedule of Rates 2015-16 (Khasi Hills Region Rate)

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............

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..

Stone soling of thickness 100mm

Page 1

Sl.No /

Item.noDescription of items L B H Quantity Area ContentNo

4/2.5

4/2.5.1

(a)

Footing 8 1 1 0.60 0.60 0.30 0.86

8 1 1 0.20 0.58

1 1 1 0.50 0.50 0.30 0.08

1 1 1 0.20 0.06

Column from top of

footing upto PL8 1 1 0.18 0.18 0.90 0.22

1 1 1 0.13 0.13 0.80 0.01

Plinth Beam 3 1 1 3.00 0.18 0.20 0.32

2 1 1 3.20 0.18 0.20 0.22

3 1 1 3.00 0.18 0.20 0.32

2 1 1 2.70 0.18 0.20 0.19

Total = 2.86

@ Rs. 7,514.00 Per Cum Rs. 21,467.50

5/2.5.3

(a) M15 or prop 1:2:4Column from top of PL upto

top of 1st floor lvl8 1 1 0.18 0.18 2.55 0.62

1 1 1 0.13 0.13 2.20 0.03

Sill & Lintel 3 1 1 2.82 0.15 0.10 0.85

2 1 1 3.00 0.15 0.10 0.60

3 1 1 2.82 0.15 0.10 0.85

2 1 1 2.52 0.15 0.10 0.50

Total = 3.45

@ Rs. 7,692.00 Per Cum Rs. 26,537.40

6/2.8

(b)

Footing jalli (#6mm) 8 4 2 0.60 - 0.22 8.45Column from footing upto PL

(#10mm)8 4 1 0.90 - 0.61 17.57

Stirrups (#6mm) 8 7 1 0.64 - 0.22 7.88

Verandah Col (#6mm) 1 4 1 0.80 - 0.22 0.70

Stirrups (#6mm) 1 6 1 0.24 - 0.22 0.32

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)

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)

M15 or Prop. 1:2:4 (for non-structural works)

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)Other ISI approved TMT reinforcement bar (of SAI/ BISCON/ XTECH/ THERMAX make or equivalent)

(0.6 x 0.6)+(0.60 x 0.60)

2

(0.5 x 0.5)+(0.60 x 0.60)

2

Page 2

Sl.No /


Plinth beam (#10mm) 3 4 1 3.00 - 0.61 21.96

Stirrups (#6mm) 3 20 1 0.86 - 0.22 11.35

(#10mm) 2 4 1 3.20 - 0.61 15.62

Stirrups (#6mm) 2 21 1 0.86 - 0.22 7.95

(#10mm) 3 4 1 3.00 - 0.61 21.96

Stirrups (#6mm) 3 20 1 0.86 - 0.22 11.35

(#10mm) 2 4 1 2.70 - 0.61 13.18

Stirrups (#6mm) 2 18 1 0.86 - 0.22 6.81

Column from top of PL upto

top of 1st floor (#10mm)8 4 1 2.55 - 0.61 49.78

Stirrups (#6mm) 8 20 1 0.64 - 0.22 22.53

Verandah Column (#6mm) 1 4 1 2.20 - 0.22 1.94

Stirrups (#6mm) 1 18 1 0.24 - 0.22 0.95

Lintel (#6mm) 3 4 1 2.82 - 0.22 7.44

Stirrups (#6mm) 3 19 1 0.24 - 0.22 3.01

Lintel (#6mm) 2 4 1 3.00 - 0.22 5.28

Stirrups (#6mm) 2 20 1 0.24 - 0.22 2.11

Lintel (#6mm) 3 4 1 2.82 - 0.22 7.44

Stirrups (#6mm) 3 19 1 0.24 - 0.22 3.01

Lintel (#6mm) 2 4 1 2.52 - 0.22 4.44

Stirrups (#6mm) 2 17 1 0.24 - 0.22 1.80

Total = 254.83

Say = 2.55

@ Rs. 8,438.00 Per Qtl Rs. 21,502.56

7/2.10

2.10 (a)

Footing 8 2 2 0.65 - 0.18 3.64

1 2 2 0.50 - 0.13 0.25

Total = 3.89

@ Rs. 339.00 Per Sqm Rs. 1,318.71

2.10 (b) Plinth Beam 3 2 1 3.00 - 0.20 3.60

2 2 1 3.20 - 0.20 2.56

3 2 1 3.00 - 0.20 3.60

2 2 1 2.70 - 0.20 2.16

Total = 11.92

@ Rs. 421.00 Per Sqm Rs. 5,018.32

2.10 (c)

(ii)

Column from top of

footing upto top of PL8 2 2 0.18 - 0.90 5.04

1 2 2 0.13 - 0.80 0.40Column from top of PL upto

top of 1st floor 8 2 2 0.18 - 2.55 14.28

1 2 2 0.13 - 2.20 1.10

Total = 20.82

@ Rs. 568.00 Per Sqm Rs. 11,825.76

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 of

supporting floor to the soffit of the concrete member not exceeding 4.0m as specified for

the following items:

Foundation,footings,bases of columns,pile cap,raft and mass concrete works etc.

Page 3

Sl.No /


8/4.11.

(a)

(ii)

Plinth wall (X-axis) 3 1 1 2.40 0.30 0.25 0.54

2 1 1 2.60 0.30 0.25 0.39

1 1 1 3.20 0.30 0.25 0.24

Y-axis 3 1 1 2.40 0.30 0.25 0.54

2 1 1 2.10 0.30 0.25 0.32

1 1 1 1.50 0.30 0.25 0.11

Stairs 1 1 1 2.00 0.30 0.15 0.09

Total = 2.23

@ Rs. 4,189.00 Per cum Rs. 9,341.47

9/4.6

(a)

(iv)

Wall 3 1 1 2.82 - 2.55 21.57

2 1 1 3.00 - 2.55 15.30

3 1 1 2.82 - 2.55 21.57

2 1 1 2.52 - 2.55 12.85

2 1 1 3.00 - 0.30 1.80

D1 1 1 1 0.90 - 2.00 -1.80

D2 2 1 1 0.80 - 2.00 -3.20

W1 5 1 1 0.80 - 1.00 -4.00

V1 2 1 1 0.45 - 0.30 -0.27

Total = 63.83

@ Rs. 825.00 Per sqm Rs. 52,658.10

10/3.2

Flooring 1 1 1 6.37 3.17 - 20.19

1 1 1 3.17 2.70 - 8.56

Verandah 1 1 1 3.22 1.50 - 4.83

Stairs 1 1 1 2.00 0.15 - 0.30

1 1 1 2.00 0.30 - 0.60

Total = 34.48

@ Rs. 322.00 Per Sqm Rs. 11,102.56

11/5.1

(d)

Walls (both sides) 2 1 1 63.83 _ - 127.66

Columns 8 2 0.2 2.55 _ - 7.14

1 2 0.1 2.20 _ - 0.55

Total = 135.35

@ Rs. 171.00 Per Sqm Rs. 23,144.85

Providing Brick wall in cement mortar 1:6 etc…..

Half Brick (~112 mm) thick 1st class brick nogged wall

In proportion 1:6 (1 cement : 6 sand)

Deduct door & windows

25mm thick cement concrete topping 1:2:4 (1 cement: 2 coarse sand: 4 coarse aggregate of

12 mm nominal size) etc…

10mm thick cement plaster etc…

In cement mortar 1:6

In Super-structure above Plinth Level

Stone masonry work in retaining wall,wing wall,abutment,foundation,steps,plinth etc….

Random Rubble Masonry

Page 4

Sl.No /


12/15.23

- 135.35

Total = 135.35

@ Rs. 80.00 Per Sqm Rs. 10,828.00

13/8.2

(d)

D1 1 1 1 4.90 0.10 0.05 0.02

D2 2 1 1 4.80 0.10 0.05 0.05

W1 5 1 1 3.60 0.08 0.05 0.07

V1 2 1 1 1.50 0.08 0.05 0.01

Total = 0.15

@ Rs. 56,175.00 Per cum Rs. 8,426.25

14/8.18

(d)

(iii) 30mm thick

D1 1 1 1 0.90 2.00 - 1.80

D2 2 1 1 0.80 2.00 - 3.20

W1 5 1 1 0.80 1.00 - 4.00

V1 2 1 1 0.45 0.30 - 0.27

Total = 9.27

@ Rs. 2,981.00 Per Sqm Rs. 27,633.87

15/15.63

(a)

(ii)

D1 1 1 2 0.90 - 2.00 3.60

D2 2 1 2 0.80 - 2.00 6.40

W1 5 1 2 0.80 - 1.00 8.00

V1 2 1 2 0.45 - 0.30 0.54

Total = 18.54

@ Rs. 145.00 Per Sqm Rs. 2,688.30

16/8.3

(d)

Main Roof Purlins 6 1 1 6.47 0.05 0.05 0.10

6 1 1 3.97 0.05 0.05 0.06

Joists/Battens 3 1 1 3.13 0.05 0.08 0.04

4 1 1 3.13 0.05 0.08 0.05

Rafters 4 2 1 2.00 0.05 0.08 0.06

6 2 1 2.00 0.05 0.08 0.09

2 2 1 2.90 0.05 0.08 0.04

Struts 3 2 1 0.75 0.04 0.04 0.01

4 2 1 0.75 0.04 0.04 0.01

Hangars 3 1 1 0.70 0.05 0.05 0.01

5 1 1 0.70 0.05 0.05 0.01

With White Pinewood

Painting two coats (excluding priming coat) on new wood and wood based ….

Surfaces over 100mm in width or girth.

High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

Chowkat

Providing undressed woodwork in roof truss, rafter, purlin, tie and the like including hoisting

etc…

With White pinewood/2nd class treated timber

Providing,fitting and fixing full panelled doors/windows etc…

Distempering two coats with oil bound distemper of approved brand…..

Quantity same as Item no. 11/5.1

Providing wood work in frame (chowkats) of doors,windows,clerestory windows etc…

White pine

Page 5

Sl.No /


Purlins (Verandah) 3 1 1 3.52 0.04 0.05 0.02

4 1 1 1.80 0.04 0.05 0.01

Total = 0.51

@ Rs. 42,263.00 Per cum Rs. 21,554.13

17/7.3

(a) 0.45mm Thick

Main Roof 1 1 1 6.47 3.77 - 24.39

1 1 1 3.97 3.77 - 14.97

Verandah 1 1 1 3.52 1.80 - 6.34

Total = 45.70

@ Rs. 817.00 Per Sqm Rs. 37,336.90

18/7.4

(a) 0.45mm Thick

Ridging 1 1 1 6.47 - - 6.47

1 1 1 3.97 - - 3.97

2 1 1 2.90 - - 5.80

Total = 16.24

@ Rs. 336.00 R.m Rs. 5,456.64

Total = Rs. 3,30,742.11

Rs. 2,33,173.19

Rs. 1,63,221.23

Rs. 69,951.96

Rs. 29,379.82

Rs. 2,62,553.01

Say = Rs. 2,62,550.00

MEGHALAYA, SHILLONG.

(E) Grand Total (B+C+D) =

(Rupees Two Lakhs Sixty Two Thousand Five Hundred And Fifty Only)

PREPARED BY:

ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT

(D) Adding 18% GST on (B) only =

Providing corrugated galvanised iron sheet etc….

Providing galvd iron ridging etc….

(A) Deduct 15% Contractor's Profit & 14.5% VAT (15% + 14.5% = 29.5%) =

Considering breakup of 70% material components & 30% labour wages on (A)

(B) Therefore, cost of 70% material component of (A) =

(C) and, cost of 30% labour wages component of (A) =

Page 6

DETAILED DRAWINGS

OF

PMAY-G RURAL HOUSE MODEL NO.2

(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)

600

700

2550

300

2000

900

700

2550

300

125x125mm Timber orRCC Column

(Verandah Portion)

175x175mm RCC Column

Full Brick / Hollow Block wall125mm Thick

StairsTread - 300mmRiser - 150mm

Ground level

Ground level

Plinth level

300

1000


Local Wooden Door

600

1000

1000

700

2550

900

2000

900

700

2550

900


(Verandah Portion)




Ground level

Ground level

300

1000


Local Wooden Door

Roof Projection

Roof Projection

interior middle portion filled with excavated / natural soil

Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl

FRONT ELEVATION

BACK ELEVATION

FRONT ELEVATION

BACK ELEVATION

3200 2800

2800

2800

3200

28001200

1200

2000

3000 3000 2400

3000

1200

2000 2000

6000

300

300

450 450 450

800

800

800800900

800

800

900

900

BEDROOM

BEDROOM

SITTING HALL KITCHEN

SITTINGHALL

KITCHEN

VERANDAH

VERANDAH

VER

AN

DA

H

450 450

800

900 800

800

900

800

800

800

900

1200300

300

2000

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 AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.

PLINTH AREA:

CARPET AREA - 26.7 sq.mVERANDAH - 4.83 sq.m

TOTAL - 31.53 sq.m (339 sq.ft.)

DRAWING NO.1PROJECT TITLE :

PMAY-G RURAL HOUSE MODEL NO.2 -THE MAWPHLANG DEMO HOUSE MODEL(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)

SCHEDULE OF ALL OPENINGS

All Dimensions are in mm

SCHEDULE OF DOORS

SCHEDULE OF WINDOWS

SCHEDULE OF VENTILATORS

DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:

OFFICE OF THE DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT, MEGHALAYA, SHILLONG.

BEDROOMSITTING HALL

KITCHENVERANDAH

3000 3200

3000

2700 3225

1500

800 900

800

800

800

800

450 450

800

800

2000

300

D-1

D-2

W-1

W-1

W-1

W-1

W-1

V-1 V-1

STAIRS

2100450 x 300

GENERAL NOTES:




CONTENTS :

FRONT & BACK ELEVATIONS

FRONT ELEVATION

BACK ELEVATION

STAIRSTREAD - 300mmRISER - 150mm









SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

OFFICE OF THE DIRECTORATE OFOMMUNITY & RURAL DEVELOPMENT,


2100450 x 300

GENERAL NOTES:


PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)


PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:



PMAY-G RURAL HOUSE MODEL NO.4(APPLICABLE IN ALL DISTRICTS OF MEGHALAYA) CONTENTS :




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


SILL LEVELW x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DIRECTORATE OFEVELOPMENT,


2100450 x 300

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. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTH

PLINTH AREA:


TOTAL - 32 sq.m (344 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:







SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:



2100450 x 300

2200

2550

700

2550

700

2550

700

2550

700

2879

2900

3100

2900

2574

2900

4075

22762875

2874

2874

2875

3055

2677

2675

2676

2675

3075

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

DRAWN BY:

ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,MEGHALAYA, SHILLONG.

DRAWN BY:


DRAWN BY:


FRONT ELEVATION

BACK ELEVATION

VERANDAH

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. 1:1.5:35. ROOM HEIGHT AT 2.5 - 2.7 METRES FROM PLINTHLEVEL UPTO CEILING HEIGHT.

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)


PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LOW WIND AFFECTED REGIONS)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:



PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS) CONTENTS :


ALL OPENINGS


SCHEDULE OF DOORS

SCHEDULE OF WINDOWS

VENTILATORS

SILL LEVELW x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

--



2100450 x 300

DRAWN BY:


3000

3000

1200

1200

900

900

800800

450 450 450

800

2875

2076

2875

2875

2000

SITTING HALLBEDROOM KITCHEN


2800 2800 2200

W-1

V-1V-1V-1

W-1

D-1 D-2

W-1

5175

26752675

900

300

GROUND LEVEL

GROUND LEVEL

300

2600

Sill band / Timber Framesfor Bamboo Mat Wall

150 x 150mm RCC Column

PLINTH LEVEL

Half Brick / Stone / Mud Block wall125mm Thick

2600

300

150mm x 150mm RCC Column

PLINTH LEVEL



800

800W-1

V-1V-1

D-1

D-1

W-1

W-1

W-1

W-1

W-1

W-1

V-1V-1V-1

W-1W-1

W-1

D-1

D-2

W-1

W-1

GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)



FLOOR PLAN

1000

450

1000

300

800

600 600

800800

600

800

StairsTread-300mmRiser-150mm

StairsTread-300mmRiser-150mm

900 800

800

800

2600

2925

1888

2925

2925

2688

W-1

V-1

W-1

V-1

D-1

W-2

D-2

W-1 W-1

V-2 V-2

125x125mm Timber or RCC Column(Verandah Portion)

SITTING HALL BEDROOM KITCHEN

PASSAGE

Chajja provision for gas stoveat 900 lvl

3750 3750

3000

1000 VERANDAH

1000

7675

300



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000800 x 1000

DIRECTORATE OFURAL DEVELOPMENT,



2250800 x 300

1000600 x 1000

2100600 x 300

GENERAL NOTES:


PROJECT TITLE :


GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)


PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS) CONTENTS :

FLOOR PLAN

450

800

600 600

800800

600

800

Wooden Stairs

900 800

800

800

2600

2925

1888

2925

2925

2688

W-1 W-1

D-1

W-2

D-2

W-1 W-1

V-2 V-2



PASSAGE


3750 3750

3000

1000 VERANDAH

1000

7675



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


SILL LEVELW x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000800 x 1000

DIRECTORATE OFDEVELOPMENT,



1000600 x 1000

2100600 x 300

GENERAL NOTES:


PROJECT TITLE :

PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS)

- -

300

300


Height of Roofing


Height of Roofing

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL


Height of Roofing


Height of Roofing

300

300

Local Wooden Frame Windowwith Glass / Grill window


Local Wooden Frame/ GrillVentilator with Glass


125mm x 125mm RCCVerandah Column




Local Wooden Door

Local Wooden Door

300

CGI Sheet (Main Roof Cover)




CGI Sheet (Verandah portion)




Wooden Stairs

FRONT ELEVATION

BACK ELEVATION

800

1000

1000

600

300

2100

CGI Sheet (Gable roof)


800

2000

300

2200

CGI Sheet Cover(Verandah Portion)

Local Wooden Door

Local Wooden Windowwith glass / Grill window

2200

Local Wooden Ventilatorwith glass / Pre-cast Ventilator

Sill level


Ground level

Ground levelPlinth level Plinth level

150

1000

FRONT ELEVATION

BACK ELEVATION

800

1000

1000

600

300

2100



800

2000

900

2200


Local Wooden Door

Local Wooden Windowwith glass / Grill window


Sill level

Ground level

Ground level

Local Wooden Stairs

Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvlPlinth wall of stone masonry (boulders) and


Plinth wall of stone masonry (boulders) andinterior middle portion filled with excavated / natural soil

PLINTH AREA:


- 31.53 sq.m (339 sq.ft.)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


PROJECT TITLE :




TREAD - 300mmRISER - 150mm

GENERAL NOTES:


DRAWING NO.2 DESIGNED BY:


SCHEDULED OF COLUMNS

Size - 175mm x 175mm

C-1 to C-8

SCHEDULED OF TIE BEAMS

Stirups6mm∅@150mm c/c throughout.

4-10mm∅


TB1 & TB2

SCHEDULED OF FOOTINGS

F-1 to F-8

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3

Stirrups6mm∅@150mm c/c throughout

L1/3 L2/3

TYPICAL LONG SECTION OF PLINTH BEAM






650 650 650

650

650

650

3000 3200

650 650 65065

0

600

650

650 650

500

650

650

500

3000

2700

3000

1500

3213



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


PROJECT TITLE :


GENERAL NOTES:


PROJECT TITLE :






C-1 to C-8



4-10mm∅


TB1 & TB2


F-1 to F-8

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3


L1/3 L2/3









SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


PROJECT TITLE :


GENERAL NOTES:


PROJECT TITLE :






C-1 to C-8



4-10mm∅


TB1 & TB2


F-1 to F-8

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3


L1/3 L2/3







650650650

650

650

650

28003200

650650650

650

650

650

650650

650

650

2800

3200

2800

1200

CONTENTS :

FOOTING LAYOUT PLAN WITHTIE BEAM & COLUMN DETAILS

CONTENTS :


CONTENTS :


650 650 650

650

650

650

3000 3000

650

650

650 650 650

650

650

650

650

650

500 500 650

500

500

650

650

650

2400

3000

1200

500

500

500

500

500

500

28001200

Plinth wall filling - with excavated soil (middle portion) Verandah Column (125mm x 125mm)connected with plinth beam

250mm to 300mm thick stone masonry wall (only sides)for verandah portion

2550

700

2550

700

2550

700

2550

700

2200

2550

700

2200

2550

700

2550

700

2550

700

C-1

TB-1F-1 F-2 F-3

F-4 F-5 F-6

F-9

F-8F-7

TB-1

TB-1 TB-1

TB-1

TB-1

C-2 C-3

C-6C-5

C-4

C-7 C-8

C-9

TB-2 TB-2 TB-2

TB-2TB-2

TB-2

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVELGROUND LEVEL

GROUND LEVEL


4-10mm∅


4-10mm∅


4-10mm∅

650

650


650

650


650


C-1

TB-1F-1

TB-2

C-2

F-2

C-3

F-3

C-4

F-4TB-1

TB-2

TB-1

TB-2TB-2

TB-1 TB-1 TB-1

C-5C-6 C-7

C-8

C-9C-10C-11C-12

F-5 F-6 F-7 F-8

F-9F-10F-11F-12

TB-2 TB-2 TB-2TB-2

Plinth wall filling - with excavated soil (middle portion)




C-1

TB-1F-1

TB-2

TB-1

TB-2

TB-1

TB-2

TB-1

TB-2

TB-2

F-2 F-3

F-5 F-6

F-8 F-7F-9

F-10F-11

C-2 C-3

C-6C-5

C-4

C-8 C-7C-9

C-10

C-11

TB-1

F-4

Verandah Column (125mm x 125mm)


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



PLINTH AREA:



1

1

1

1

1



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


GENERAL NOTES:






C-1 to C-12



4-10mm∅


TB1 & TB2


F-1 to F-9

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3


L1/3 L2/3







CONTENTS :


650 650 650

650

650

650

650

650

650 650 650

650

650

650

650

650

500 500

500

500

500

500


4-10mm∅

650

650


Plinth wall filling - with excavated soil(middle portion)

Verandah Column (125mm x 125mm)connected with plinth beam


C-1

TB-1F-1

TB-2

C-2

F-2

C-3

F-3

C-4

F-4TB-1

TB-2

TB-1

TB-2TB-2

TB-1

C-5C-6 C-7

C-8

C-9C-10C-11

F-5 F-6 F-7 F-8

F-11

TB-2

PLINTH AREA:


TOTAL - 35.48 sq.m (381 sq.ft.)

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)



Bamboo Mat Wall

300

PLINTH LEVEL


GROUND LEVEL

GROUND LEVEL

GROUND LEVEL



Local Timber purlin members

2200

GROUND LEVEL


Bamboo Mat Wall

CGI Sheet Roof Cover


Bamboo Mat Wall



Local Wooden Frame/Grill ventilatorwith Glass

2800 2800 2200

3000

1200

TB-1 TB-1

TB-2 TB-2TB-2

F-9F-10




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


SILL LEVELW x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000800 x 1000



GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.2

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3


L1/3 L2/3







CONTENTS :


ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,

2250800 x 300

1000600 x 1000

2100600 x 300

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

DRAWING NO.6



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


2250800 x 300

1000600 x 1000

2100600 x 300


650

650

F-1

650

650

F-2

650

650

F-3

650

650

F-6

650

650

F-5

650

650

F-4

3750 3750

3000

TB-1 TB-2

TB-6 TB-7

TB-3 TB-4 TB-5

C-1C-2 C-3

C-5C-6C-4

Plinth wall filling - with excavated soil (middle portion) with

450mm to 600mm thick stone masonry wall

throughout including verandah portion

7500

1000

1000

1000

1000TB-10TB-9TB-8




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


SILL LEVELW x H

W x H

W x H

SILL LEVEL

SILL LEVEL

900 x 2000

800 x 2000

100

100

1000800 x 1000



GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.2

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3


L1/3 L2/3







CONTENTS :


ASSISTANT ENGINEER (PMAY-G)DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,

1000600 x 1000

2100600 x 300

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

DRAWING NO.6



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


1000600 x 1000

2100600 x 300


- -

- -

300

300

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing

300

300











2200 RCC Verandah Column



300

300

300

300


CGI Sheet (Verandah Portion)

CGI Sheet(Verandah Portion)



125mm x 125mm RCC Column(Verandah Portion)


Local Wooden Door

3750 3750

3000

1000

650

650


250mm to 300mm thick stone masonry wall (only sides) for verandah portion


TB-1

TB-2 TB-2 TB-2

TB-1

TB-1 TB-1

F-1

C-1

F-2 F-3

F-6F-5F-4

F-7 F-8 F-9

C-2 C-3

C-6C-5

C-4

C-7 C-8 C-9

650

650

650

650

650

650

650

650

650

500

500

PROJECT TITLE :


PROJECT TITLE :

PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LESS CYCLONE REGIONS)

PROJECT TITLE :

PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LESS CYCLONE REGIONS)

LEFT ELEVATION

RIGHT ELEVATION


Ground level


CGI Sheet (Verandah)800

300

1000

1000

300

2550

2200

800

300

1000

1000




Sill level

Sill levelStairsTread - 300mmRiser - 150mm

Ground level

Ground level Ground levelPlinth level

Plinth level



2550

2200

Side Board covered with Plane CGI Sheet (Optional)

Side Board covered withPlane CGI Sheet (Optional)

LEFT ELEVATION

RIGHT ELEVATION


Ground level


CGI Sheet (Verandah)

1000

1000

900

2550

2200

1000

1000




Sill level

Sill level

Ground level

Ground level



2550

2200



Roof Projection

Roof Projection

900

H.F.L Ideal condtion at 900mm lvl


Plinth wall / Plinth level



300

300

300

300

Roof Projection

Roof Projection

700

700

700

700

Wooden Stairs

PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

2550

700

2550

700

2550

700

2550

700

TYPICAL COLUMN SECTION

±0.00LEVEL

Min 650m

m to suit site and soil conditions

Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

300

300

100

75

Stone solingP.C.C (1:3:6)

4-10mmØStrps 6mm∅@12cm c/c throughout

DETAIL OF PLINTH WALL

TIE BEAM

PLINTH WALL

4-6mmØ

SECTION OF ALL LINTELS

4-6mm∅

75

300400

6mm∅stirrups

150

100

6mm∅bar

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:




CONTENTS :

DETAILS OF FOOTING, TYPICAL COLUMNSECTION, PLINTH WALL& LINTELS


±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

300

300

100

75




TIE BEAM

PLINTH WALL

4-6mmØ


4-6mm∅

75

300400

6mm∅stirrups

150

100

6mm∅bar

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :




CONTENTS :



±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

300

300

100

75




TIE BEAM

PLINTH WALL

4-6mmØ


4-6mm∅

300400

6mm∅stirrups

150

100

6mm∅bar

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.3 DESIGNED BY

OFFICE OF THE COMMUNITY MEGHALAYA, SHILLONG.

CONTENTS :


GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



PLINTH AREA:



FOOTING NO. A x B D X Y(mm x mm) (mm) (mm) (mm)

F-1 upto F-8 175 x 175 300 650 650

Reinforcement (Jali)

6mm∅@12cmc/c

TABLE SHOWING DETAILS OF COLUMN FOOTINGS

F-11 upto F-12 125 x 125 300 500 500 -


F-1 upto F-8 175 x 175 300 650 650


6mm∅@12cmc/c


F-9 upto F-11 125 x 125 300 500 500 -


F-1 upto F-8 175 x 175 300 650 650


6mm∅@12cmc/c


F-9 125 x 125 300 500 500 -



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300


F-1 upto F-8 150 x 150 300 650 650


6mm∅@12cmc/c



±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

300

300

100

75




TIE BEAM

PLINTH WALL

4-6mmØ


4-6mm∅

75

300400

6mm∅stirrups

150

100

6mm∅bar

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :

PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS)



CONTENTS :


F-9 upto F-11 125 x 125 300 500 500 -

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)




GROUND LEVEL



Bamboo Mat Wall

PLINTH LEVEL


GROUND LEVEL



±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

TIE BEAM

PLINTH WALL

6mm∅stirrups

150

100

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.3

CONTENTS :


FOOTING NO.

F-1 upto F-


F-7 upto F-

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

DRAWING NO.7TITLE :




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

LEFT & RIGHT ELEVATIONS

900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


2250800 x 300

1000600 x 1000

2100600 x 300


±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

TIE BEAM

PLINTH WALL

6mm∅stirrups

150

100

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.3

CONTENTS :


FOOTING NO.


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

DRAWING NO.7TITLE :




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


1000600 x 1000

2100600 x 300

800

800

-

PLINTH LEVEL

PLINTH LEVEL


Height of Roofing


Height of Roofing

300





300

2200 125mm x 125mm RCC

Verandah Column

2200 125mm x 125mm RCC

Verandah Column

Local Wooden Door

300

Local Wooden Door





F-1 upto F-

F-7 upto F-

PROJECT TITLE :


CGI SHEET ROOF COVER(VERANDAH PORTION)

CGI SHEET - MAIN ROOF COVER

PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)

DRAWING NO.8




SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FRONT, REAR, LEFT & RIGHT 3-D VIEWS

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

REAR VIEW

RIGHT VIEW

GENERAL NOTES:


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:



PROJECT TITLE :


DRAWING NO.8

WINDOW

VENTILATOR

DESIGNED BY:


CONTENTS :


FRONT VIEW REAR VIEW

LEFT VIEW RIGHT VIEW

GENERAL NOTES:


DESIGNED BY:


PROJECT TITLE :


DRAWING NO.4

CONTENTS :

ROOF PLAN


All Dimensions

SCHEDULE OF DOORS

SCHEDULE OF


DOOR

WINDOW

VENTILATOR

W x H

W x H

W x H

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

800 x 1000

-

-

-

GENERAL NOTES:



PROJECT TITLE :


DRAWING NO.8

WINDOW

VENTILATOR

DESIGNED BY:


CONTENTS :




GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.4

CONTENTS :

ROOF PLAN

DRAWN BY:



CGI S

HEE

T - M

AIN

ROO

F CO

VER



CGI S

HEE

T - M

AIN

ROO

F CO

VER


At 2200mm level



At 2550 level (at column height)


At +700 level (mid-portion)

At +700mm level (mid-portion)

At +

700m

m le

vel (

mid

-por

tion)

At +700mm level (mid-portion)

At +

700m

m le

vel

(mid

-por

tion)


At 2550mm level (at column height)



At 2

550m

m le

vel (

at co

lum

n he

ight

)

At 2

550m

m le

vel (

at co

lum

n he

ight

)

At 2

550m

m le

vel (

at co

lum

n he

ight

)

At 2

550m

m le

vel (

at co

lum

n he

ight

)

At 2200 level

At 2200 level

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



PLINTH AREA:



PROJECT TITLE :


DRAWING NO.8



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

800 x 1000

-

-

-

DESIGNED BY:


CONTENTS :




GENERAL NOTES:



PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

ROOF PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

DRAWN BY:


PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)

At 2400mm level

At 2600mm level

At 2200mm level


GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :




cm c/c throughout

75

OFFICE OF THE DIRECTORATE OF& RURAL DEVELOPMENT,



6mm∅@12cmc/c


-

GENERAL NOTES:


PLINTH

CARPET AREAVERANDAH

TOTAL



FLOOR PLAN

PLINTH AREA

CARPET AREAVERANDAH - 7.65 sq.m

TOTAL - 30.15 sq.m (324 sq.ft.)



GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :




cm c/c throughout

75




6mm∅@12cmc/c


-

GENERAL NOTES:


PLINTH

CARPET AREAVERANDAH

TOTAL


PMAY-G RURAL HOUSE MODEL NO.12(APPLICABLE TO FLOOD AFFECTED AREAS) CONTENTS :

FLOOR PLAN

PLINTH AREA

CARPET AREAVERANDAH - 7.65 sq.m

TOTAL - 30.15 sq.m (324 sq.ft.)

2550

300

2200



Ground level Ground level


Plinth level




PLINTH BEAM175mm x 200mm

25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C

100mm THICK STONE SOLING

Local Timber purlins

Local Timber Roof Truss Members700

2550

900

2200









25mm NEAT CEMENT FLOOR FINISH50mm THICK P.C.C100mm THICK STONE SOLING

Local Timber purlins

Local Timber Roof Truss Members700

Roof Projection

Roof Projection

H.F.L Ideal condtion at 900mm lvlPlinth wall / Plinth level

Plinth wall of stone masonry(boulders of 450 to 6000mm thick wall)and interior middle portion filledwith excavated / natural soil rammed properly

2800

1200

2000

3000

1200

800

VERANDAH

800

900

300STAIRS




GENERAL NOTES:


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

PMAY-G RURAL HOUSEMODEL NO.4

GENERAL NOTES:


PROJECT TITLE :


GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

SECTION ELEVATION

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300



100mm THICK STONE SOLINGSOIL / EXCAVATED EARTH FILLING

2550

700

2550

700

2550

700











Local Timber truss/purlin members








Height of Roofing



Height of Roofing



Height of Roofing


Local Wooden Door




2200


2200

2200 125mm x 125mm RCC

Verandah Column




Local Wooden Door

Local Wooden Door







PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



1000

1000

800

1000

1000

800

GENERAL NOTES:


PROJECT

PMAY-G RURAL HOUSE MODEL NO.8HALF BRICK WALL & HALF BAMBOO MAT WALL(APPLICABLE IN LOW WIND AFFECTED REGIONS)

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300






3000

2875

BEDROOMW-1

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)

2400

Local Timber purlin membersCGI Sheet (Main Roof Cover)





2200


Bamboo Mat Wall

300

PLINTH LEVEL


2600



800

D-1

W-1

W-1


GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

SECTION ELEVATION

900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


2250800 x 300

1000600 x 1000

2100600 x 300


GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

SECTION ELEVATION

900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


DRAWN BY:


1000600 x 1000

2100600 x 300

- -

300

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

300

FRONT ELEVATION

BACK ELEVATION

800

1000

1000

800

1000

1000

600

1000

1000

600

300

2100

600

300

2100



700

2550

300

2000

900 800

2000

700

2550

300

300

2200


(Verandah Portion)


Local Wooden Door

Local Wooden Windowwith glass / Grill window175x175mm RCC Column

2200


Sill level

Sill level

Sill level




Ground levelGround level

Ground level Ground levelPlinth level Plinth level

Plinth level

300

150

1000 150

1000


Local Wooden Door

FRONT ELEVATION

BACK ELEVATION

800

1000

1000

800

1000

1000

600

1000

1000

600

300

2100

600

300

2100



700

2550

900

2000

900 800

2000

700

2550

900

900

2200


(Verandah Portion)


Local Wooden Door

Local Wooden Windowwith glass / Grill window175x175mm RCC Column

2200


Sill level

Sill level

Sill level



Ground levelGround level


300

1000


Local Wooden Door

Roof Projection

Roof Projection

650

650

3000


Local Wooden Stairs

Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvlPlinth wall of stone masonry (boulders) and


Plinth wall / Plinth levelH.F.L Ideal condtion at 900mm lvl Plinth wall of stone masonry (boulders) and


FRONT ELEVATION

BACK ELEVATION

FRONT ELEVATION

BACK ELEVATION

2800

3200

3000 2400

2000

450 450

800

800

800

800

900

BEDROOM

KITCHEN

SITTINGHALL

800

800

GENERAL NOTES:


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

FRONT ELEVATION

BACK ELEVATION





PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

DRAWING NO.1



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.2

L1/3L1/3L1

COLUMN


L1/3




PLINTH AREA:





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.2

L1/3L1/3L1

COLUMN


L1/3




650

650

3200

650

650

2800

1200

CONTENTS


CONTENTS


650 650

650

650

3000 3000

650 650

650

650

500 500

500

500

3000

1200

500

500

500

500

500

500

1200

Plinth wall filling - with excavated soil (middle portion)250mm to 300mm thick stone masonry wall (only sides)

2550

700

2550

700

2200

2550

700

2550

700

2550

700

2550

700

2200

2550

700

2550

700

4075

22762875

2874

2676

3075


GROUND LEVEL GROUND LEVEL





DRAWN BY:


DRAWN BY:


C-1

TB-1F-1

TB-2

C-2

F-2

TB-2

TB-1

C-5C-6

C-11C-12

F-5 F-6

F-11F-12

TB-2 TB-2



C-1

TB-1F-1

TB-2

F-9

F-10F-11

C-4

C-9

C-10

C-11

TB-1

F-4


PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



1

1

1

1

FRONT ELEVATION

BACK ELEVATION

VERANDAH

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

800 x 1000

-

-

DESIGNED BY:


450 x 300

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.2

L1/3L1/3L1

COLUMNCOLUMN


L1/3





CONTENTS


650 650

650

650

650 650

650

650

500

500

DRAWN BY:


Plinth wall filling - with excavated soil(middle portion)

250mm to 300mm thick stone masonry wall (only sides)

C-1

TB-1F-1

TB-2

C-2

F-2TB-1

TB-2

C-5C-6

C-11

F-5 F-6

F-11

TB-2

3000

1200

1200

900

800

450

800

2875

2076

2875

SITTING HALL KITCHEN


2200

W-1

V-1

D-2

5175

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)



300

2600


150 x 150mm RCC Column

PLINTH LEVEL



Bamboo Mat Wall



2600

300


PLINTH LEVEL

Bamboo Mat Wall



Local Wooden Frame/Grill ventilatorwith GlassSill band / Timber Frames

for Bamboo Mat Wall

2800 2800

TB-1 TB-1

TB-2


W-1

W-1

V-1V-1

W-1

D-2

W-1

W-1


3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


GENERAL NOTES:


DRAWN BY:


2250800 x 300

1000

450

1000

300

600 600

800800

600

800

Tread-300mmStairs

Tread-300mmRiser-150mm

900 800

800

800

2600

2925

1888

2925

2925

2688

W-1

V-1

D-1

W-2

D-2

W-1 W-1

V-2 V-2



PASSAGE


3750 3750

1000 VERANDAH

7675

300

1000600 x 1000

2100600 x 300

GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)




DESIGNED BY

650

650

3000



3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN

PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :

FLOOR PLAN

900 x 2000

800 x 2000

100

100

1000800 x 1000

DESIGNED BY:


GENERAL NOTES:


DRAWN BY:


1000

450

1000

300

600 600

800800

600

800

Tread-300mmStairs

Tread-300mmRiser-150mm

900 800

800

800

2600

2925

1888

2925

2925

2688

W-1

V-1

D-1

W-2

D-2

W-1 W-1

V-2 V-2



PASSAGE


3750 3750

1000 VERANDAH

7675

300

1000600 x 1000

2100600 x 300

GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)




DESIGNED BY

- -

300

300


Height of Roofing


Height of Roofing

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing

300

300

300








2200 RCC Verandah Column





Local Wooden Door

300

Local Wooden Door

300

300

300













Local Wooden Door

LEFT ELEVATION

RIGHT ELEVATION


Ground level


CGI Sheet (Verandah)800

300

1000

1000

300

2550

2200

800

300

1000

1000




Sill level

Sill level



Ground level

Ground level Ground levelPlinth level

Plinth level



2550

2200



LEFT ELEVATION

RIGHT ELEVATION


Ground level



1000

1000

900

2550

2200

1000

1000




Sill level

Sill level


Ground level




2550

2200



Roof Projection

Roof Projection

650

650

F-2

650

650

F-3

650

650

F-6

650

650

F-5

3750

TB-2

TB-7

TB-4 TB-5

C-2 C-3

C-5C-6



7500

1000

1000TB-10TB-9

900

H.F.L Ideal condtion at 900mm lvl


Plinth wall / Plinth level



300

300

300

300

Roof Projection

Roof Projection


700

700

700

700

Wooden Stairs

LEFT ELEVATION

RIGHT ELEVATION

LEFT ELEVATION

RIGHT ELEVATION

GENERAL NOTES:


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

LEFT ELEVATION

RIGHT ELEVATION






GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

DESIGNED BY:




C-1 to C-12



4-10mm∅


TB1 & TB2


F-1 to F-9

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

DESIGNED BY:




C-1 to C-11



4-10mm∅


TB1 & TB2


F-1 to F-9

650

650

650

2800

3200

650

650

650

650

650

650


2550

700

2550

700

2550

700

2550

700

2200

2550

700

2550

700

2550

700

2550

700


±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

TIE BEAM

PLINTH WALL

6mm∅stirrups

150

100

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.1

CONTENTS :



±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.3

CONTENTS









4-10mm∅


4-10mm∅

650

650


650

650


C-4

F-4

TB-2

C-8

C-9

F-8

F-9

TB-2

-6

-7

AREA:


- 35.28 sq.m (379 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:



PLINTH AREA:



FOOTING NO.

F-1 upto F-8


F-11 upto F-12

1

LEFT ELEVATION

RIGHT ELEVATION

GENERAL NOTES:






SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300

DESIGNED BY:




C-1 to C-12



4-10mm∅


TB1 & TB2


F-1 to F-9

650

650

500

FOOTING NO.(mm x mm)

F-1 upto F-8 150



±0.00LEVEL

Min 650m


Stone soling

P.C.C (1:3:6)

6mm∅@10cmc/c

10mm∅@15cmc/c

100

D

75

100

100

100


TIE BEAM

PLINTH WALL

4-6mmØ


6mm∅stirrups

150

100

Lx REINFORCEMENTLy

Lx

Ly REINFORCEMENT

X

X

PLAN OF FOOTINGX

Y

A

B

650

300

PLIN

TH

BEAM

650

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.3

CONTENTS :



4-10mm∅

650

650



-8

F-9 upto F-11 125

- 25.2 sq.m - 10.28 sq.m

- 35.48 sq.m (381 sq.ft.)

PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)

2400







2200


Bamboo Mat Wall

300PLINTH LEVEL


2600


2400







2200


Bamboo Mat Wall

300

PLINTH LEVEL


2600


3000

1200

-9






L1/3L1

COLUMN

L2/3

COLUMN

L2L2/3L1/3 L2/3




C-1 to C-9







TB1 & TB2


F-1 to F-9

CONTENTS :



4-10mm∅



Min 650m


100

Ly

X

Y

GENERAL NOTES:



4-10mm∅

650

650


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)




650

650

F-2

650

650

F-3

650

650

F-6

650

650

F-5

3750

TB-2

TB-7

TB-4 TB-5

C-2 C-3

C-5C-6



7500

1000

1000TB-10TB-9





L1/3L1

COLUMN

L2/3

COLUMN

L2L2/3L1/3 L2/3




C-1 to C-9







TB1 & TB2


F-1 to F-9

CONTENTS :



4-10mm∅



Min 650m


100

Ly

X

Y

GENERAL NOTES:



4-10mm∅

650

650


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)

ALL OPENINGS

re in mm

SCHEDULE OF DOORS

WINDOWS

VENTILATORS

SILL LEVEL

SILL LEVEL

SILL LEVEL

100

100

1000

DIRECTORATE OF COMMUNITY & RURAL DEVELOPMENT,

1000

2100

GENERAL NOTES:


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)




800

800

-

300

300

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL

PLINTH LEVEL


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing


Height of Roofing

300

300













300

2200 125mm x 125mm RCC

Verandah Column

2200 125mm x 125mm RCC

Verandah Column


Local Wooden Door

300

300

Local Wooden Door










CGI Sheet (Verandah portion)22

00




GENERAL NOTES:


PLINTH AREA:


TOTAL - 31.53 sq.m (339 sq.ft.)





SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

CONTENTS :


900 x 2000

800 x 2000

100

100

1000

-

800 x 1000

-

--

DESIGNED BY:


2100450 x 300



GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :




GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.4

CONTENTS :

ROOF PLAN

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :




GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.4

CONTENTS :

ROOF PLAN

cm c/c throughout

75

6mm∅bar

DESIGNED BY:



300





4-6mm∅

75

6mm∅bar

DESIGNED BY:




CGI S

HEE

T - M

AIN

ROO

F CO

VER








At 2

550

leve

l (at

colu

mn

heig

ht)

At 2200 level

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

PLINTH AREA:


TOTAL - 35.28 sq.m (379 sq.ft.)

- 25.76 sq.m - 6.26 sq.m

- 32 sq.m (344 sq.ft.)

PLINTH AREA:




6mm∅@12cmc/c


-

D X Y(mm) (mm) (mm)

300 650 650


6mm∅@12cmc/c


300 500 500 -

GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :





6mm∅@12cmc/c


cm c/c throughout

75



-

GENERAL NOTES:


PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)


PMAY-G RURAL HOUSE MODEL NO.8(APPLICABLE IN LOW WIND AFFECTED REGIONS) CONTENTS :

ROOF PLAN

DESIGNED BY


DRAWN BY


PLINTH AREA:


TOTAL - 29.6 sq.m (318.2 sq.ft.)

At 2400mm level

At 2600mm level

At 2200mm level


GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :


FRONT VIEW

LEFT VIEW

300

300

100

75




TIE BEAM

PLINTH WALL

4-6mmØ


4-6mm∅

75

300400

6mm∅stirrups

150

100

6mm∅bar



CONTENTS :



F-1 upto F-6 175 x 175 300 650 650


6mm∅@12cmc/c


F-7 upto F-9 125 x 125 300 500 500 -

GENERAL NOTES:


PROJECT TITLE :


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000800 x 1000



DRAWN BY:


2250800 x 300

1000600 x 1000

2100600 x 300



GENERAL NOTES:


PROJECT TITLE :


DRAWING NO.8

CONTENTS :


FRONT VIEW

LEFT VIEW

300

300

100

75




TIE BEAM

PLINTH WALL

4-6mmØ


4-6mm∅

75

300400

6mm∅stirrups

150

100

6mm∅bar



CONTENTS :



175 x 175 300 650 650


6mm∅@12cmc/c


125 x 125 300 500 500 -

GENERAL NOTES:


PROJECT TITLE :


PLINTH AREA:


TOTAL - 30.15 sq.m (324 sq.ft.)



SCHEDULE OF DOORS

SCHEDULE OF WINDOWS


DOOR

WINDOW

SILL LEVEL

VENTILATOR

W x H

W x H

W x H

SILL LEVEL

SILL LEVEL

D-1

D-2

W-1

W-2

V-1

V-2

900 x 2000

800 x 2000

100

100

1000800 x 1000



DRAWN BY:


1000600 x 1000

2100600 x 300

- -

F-1 upto F-6

F-7 upto F-9

Documents

PMAY-G HOUSE MODEL NOmegcnrd.gov.in/new_pmay-g_modelhouse/New_PMAY-G_Model-2.pdf · 2020. 5. 2. · 10. Exterior/Interior Finishing Exterior/Interior finishings with acrylic washable