PMAY-G MODEL NOmegcnrd.gov.in/pmay-g_modelhouse/PMAY-G_Model-4.pdfPMAY-G MODEL NO.4 RCC FRAME...

PMAY-G MODEL NO.4

RCC FRAME STRUCTURE WITH HALF BRICK WALL & HALF BAMBOO MAT WALLING

(WITH FLAT CGI SHEET ROOF COVERING)

PROPOSED PRADHAN MANTRI AWAAS YOJANA (PMAY-G) RURAL HOUSE MODELS

MODEL NO.4 - RCC FRAME STRUCTURE WITH HALF BRICK WALL AND HALF BAMBOO MAT WALLING (FLAT ROOF)

S.No. GENERAL SPECIFICATIONS:- DESCRIPTIONS

1. Foundation Isolated & combined footing as per designed.

2. Plinth Walls Stone Masonry plinth walls.

3. Columns 200mm x 200mm RCC Columns.

4. Superstructure RCC frame Structure as per designed.

5. Wallings 125mm thick Brick wall at a height of 1 metres from P.L. & upper portions of bamboo mat wall at a height of 1.9 metres.

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 Flat Roof with local wooden/ 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.

Description Area (Sq.m) Amount (In Rupees)

1. Ground Floor 26 Rs.1,94,450.00

Total Rs.1,94,450.00

(Rupees One Lakh Ninety Four Thousand Four Hundred And Fifty 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

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

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

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.

Window

W

Ventilation

V

D-1

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3

Stirrups 8mm ∅ @150mm c/c throughout.


L1/3 L2/3


TYPICAL LONG SECTION OF PLINTH BEAM




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

PROJECTPROPOS(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

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.

VERANDAH

LIVING ROOM

BEDROOM

KITCHEN

800

800

800

800

800

1000

3000 3000

2100

2100

1100

1000

1000

900

900

PLINTH AREA: 25.2 sq.m (270


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


Doors WXH

Window WXH

W-1 800X

Ventilation WXH

V-1 600X

D-1 1000X2100 0 D-2 800X2100 0

3000

W-1

W-1

W-1

W-1

D-1

D-2

STAIRSTREAD-300mmRISER-150mm

STAIRS

TREAD-300mmRISER-150mm

PROJECT : MODEL-NO.7PROPOSED PMAY-G RURAL HOUSE(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED ROOFCGI SHEET COVER)

3250 3250

2800

1200

1000

1000

1000

1000

1000

1000

1000

100010

001000

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.

SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


V-1 600X1200 1000

D-1 900X2100 0

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3



L1/3 L2/3







4-10 mm ∅

200mm x 200mm

TB-1 to TB-10


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


1000

3000

700

700


CGI Sheet

Local Wooden Truss/ Purlins Members

Full Ekra wall

G.L.

G.L.

SECTION ELEVATION

1. ALL THE DIMENSIONS ARE IN MILLIMETRES UNLESS

(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED CGI

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

29502875

1975

2050

2948

3050

local wooden floor

600

V-1

DRAWN BY:


DRAWN BY

DRAWN BY:


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


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



L1/3 L2/3






4-10 mm ∅

200mm x 200mm

TB-1 to TB-11


C-1 to C-9

4-10 mm ∅

200mm x 230mm


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: 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:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


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 Bamboos mat wall


CGI Sheet

Sill level at 1100mm from P.L.

450

450

3000

G.L.G.L.

Plinth wall

P.L.

450


CONTENTS :SECTION ELEVATION

GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 1000X1500 1100


V-1 600X1200 1100

W-2 800X1500 1100

D-1 1000X2100 0

D-2 800X2100 0


25.2 sq.m (270.9 Sq.ft.)


2. STRUCTURAL DRAWINGS ARE NOT TO BE SCALED.3. BEARING CAPACITY OF SOIL= 150 KN/SQ.M. HAS BEEN

.ROOM HEIGHT 3 METRES FROM PLINTH LEVEL.

SCHEDULED OF

WINDOWS


Doors WXH Sill

WXH Sill

1000

WXH Sill

1000

X2100 0X2100 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

FRONT VIEW REAR VIEW

LEFT VIEW RIGHT VIEW

Assistant Engineer (PMAY-G)Directorate of C&RD

Meghalaya, Shillong.

DRAWN BY:


DRAWN BY:


DRAWN BY:


25.2 sq.m (270.9 Sq.ft.)


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


Doors WXH Sill

WXH Sill

1500 1000

WXH Sill

1200 1000

X2100 0X2100 0

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

3000

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3



L1/3 L2/3





SCHEDULED OF COLUMNS

C-1 to C-9


F-1

C-1

TB-1

F-2

C-2

TB

C-4C-5

C-7C-8

F-4 F-5

F-7 F-8

TB-5 TB

TB-9 TB

TB-3 TB-4

TB-6 TB-7


CONTENTS :FRONT, BACK, LEFT & 3D VIEWS


GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 1000X1500 1100


V-1 600X1200 1100

W-2 800X1500 1100

D-1 1000X2100 0

D-2 800X2100 0

MODEL-NO.7PMAY-G RURAL HOUSE

(ASSAM TYPE HOUSE - RCCCOLUMNS, RAISED FLOOR (LOCALWOODEN FLOORS) WITH EKRAWALLING & CROSS HIPPED ROOF

450

450

3000

G.L.

Plinth wall

P.L.

450

PLINTH AREA: 25.2 sq.m (270.9 Sq.ft.)

CONTENTS :SECTION ELEVATION

GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


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)

FRONT VIEW REAR VIEW

LEFT VIEW 3D VIEW

FRONT VIEW

LEFT VIEW

Assistant Engineer (PMAY-G)Directorate of C&RD


DRAWN BY:

Assistant Engineer (PMAY-G) Directorate of C&RD


DRAWN BY:


Item.no Description of items L B H Quantity Area Content

1/1.1

a) In ordinary soil.

Footing 8 1 1 1.00 1.00 1.20 9.60

plinth wall 4 1 1 2.25 0.45 0.60 2.43

2 1 1 2.00 0.45 0.60 1.08

Total = 13.11

@ Rs. 179.00 Per Cum Rs. 2,346.69

2/1.4

(b)

Footing 8 1 1 1.00 1.00 1.20 9.60

Deduct Column 8 1 1 0.25 0.25 1.20 -2.40

Flooring 1 1 1 6.40 4.00 0.25 -1.60

Total = 5.60

@ Rs. 210.00 Per Cum Rs. 1,176.00

3/2.1

(b) In prop 1:4:8

Footing 8 1 1 1.00 1.00 0.08 0.60

Total = 0.60

@ Rs. 5,688.00 Per Cum Rs. 3,412.80

4/2.2

(b) 50 mm thick In prop 1:3:6

Flooring 1 1 1 6.40 4.00 - 25.60

Total = 25.60

@ Rs. 354.00 Per Sqm Rs. 9,062.40

5/2.5

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.

Detailed Cost Estimate of Proposed PMAY-G Rural House Model No.4

(RCC Framed Structure with Half Brick & Half Bamboo Mat Wall {Flat Roof})

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

Page 1

Item.no Description of items L B H Quantity Area ContentNo

5/2.5.1

(a) Footing 8 1 1 1.00 1.00 0.20 1.60

Column from top of

footing upto top of PL8 1 1 0.20 0.20 1.28 0.41

Plinth Beam 5 1 1 3.25 0.20 0.23 0.75

3 1 1 2.80 0.20 0.23 0.39

3 1 1 1.20 0.20 0.23 0.17

Total = 3.32

@ Rs. 7,514.00 Per Cum Rs. 24,946.48

6/2.5.3

(a) M15 or prop 1:2:4

Column from top of PL

upto top of 1st floor 8 1 1 0.20 0.20 3.00 0.96

Total = 0.96

@ Rs. 7,692.00 Per Cum Rs. 7,384.32

7/2.8

(a)

(i)TMT corrosion resistant

steel.

Footing jelly 8 10 2 1.00 - 0.62 99.20

Column from footing

upto top of PL8 4 1 2.10 - 0.62 41.66

Stirrups 8 17 1 0.64 - 0.39 33.95

plinth beam 5 4 1 3.25 - 0.62 40.30

Stirrups 5 26 1 0.86 - 0.39 43.60

3 4 1 2.80 - 0.62 20.83

Stirrups 3 25 1 0.86 - 0.39 25.16

3 4 1 1.20 - 0.62 8.93

Stirrups 3 10 1 0.86 - 0.39 10.06


upto top of 1st floor 8 4 1 3.00 - 0.62 59.52

Stirrups 8 24 1 0.64 - 0.39 47.92

Total = 431.13

Say = 4.31

@ Rs. 9,191.00 Per Qtl Rs. 39,625.16

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)

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

Page 2


8/2.10

(a)

Footing 8 2 1 1.00 - 0.20 3.20

Total = 3.20

@ Rs. 339.00 Per Sqm Rs. 1,084.80

2.10(b) Plinth Beam 5 2 1 3.25 - 0.23 7.48

3 2 1 2.80 - 0.23 3.86

3 2 1 1.20 - 0.23 1.66

Total = 13.00

@ Rs. 421.00 Per Sqm Rs. 5,473.00

2.10(c)Column from top of

footing upto top of PL8 2 2 0.20 - 1.60 10.24


upto top of 1st floor 8 2 2 0.20 - 3.00 19.20

Total = 29.44

@ Rs. 573.00 Per Sqm Rs. 16,869.12

9/4.1

(c)Stone soling of thickness

100mm

Footing 8 1 1 1.00 1.00 - 8.00

flooring 1 1 1 6.40 4.00 - 25.60

Total = 33.60

@ Rs. 378.00 Per Sqm Rs. 12,700.80

10/4.11.

(b)(ii) plinth wall 4 1 1 2.25 0.45 0.60 2.43

2 1 1 2.00 0.45 0.60 1.08

Steps 1 2 1 1.00 0.30 0.15 0.09

Total = 3.60

@ Rs. 4,344.00 Per cum Rs. 15,638.40

11/4.6

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

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:

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..

Brick nogged wall with 1st class brick in cement mortar including racking out joints and curing

complete as directed in superstructure above plinth up to 1st floor level (protruding M.S rod/Tor

steel of column to be embedded in cement mortar and will be measured and paid separately)

Foundation,footings,bases of columns,pile

cap,raft and mass concrete works etc.

(a) Half Brick (~112mm) thick 1st class

brick nogged wall

Page 3


4 1 1 3.00 - 1 12.00

2 1 1 2.60 - 1 5.20

2 1 1 1.00 - 1 2.00

D1 1 1 1 1.00 - 1.00 -1.00

D2 1 1 1 0.80 - 1.00 -0.80

Total = 17.40

@ Rs. 825.00 Per sqm Rs. 14,355.00

12/7.3

Bamboo Wall 4 1 1 3.00 1.90 - 22.80

2 1 1 2.60 1.90 - 9.88

2 1 1 1.00 1.90 - 3.80

W1 2 1 1 1.00 - 1.50 -3.00

D1 1 1 1 1.00 - 1.90 -1.90

Total = 31.58

@ Rs. 100.00 Per Sqm Rs. 3,158.00

13/8.2

(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 3 1 1 5.00 0.13 0.08 0.14

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 = 0.26

@ Rs. 56,179.00 Per cum Rs. 14,606.54

14/8.19

(d) 35mm thick

D1 1 1 1 1.00 2.10 - 2.10

D2 1 1 1 0.80 2.10 - 1.68

Total = 3.78

@ Rs. 3,420.00 Per Sqm Rs. 12,927.60

15/8.19

W1 3 1 1 1.00 - 1.50 4.50

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

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

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)

(a) 3.00mm thick (Area of glass panes exceeding 400 sq.cm)

Deduct door & Window

Deduct door & Window

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

providing Bamboo mat sheet etc….

Page 4


W2 1 1 1 0.80 - 1.50 1.20

V1 1 1 1 0.60 - 1.20 0.72

Total = 6.42

@ Rs. 1,221.00 Per Sqm Rs. 7,838.82

16*

Only Purlin Members 7 1 1 4.20 1.00 - 29.40

10 1 1 3.30 1.00 - 33.00

Total = 62.40

@ Rs. 167.00 Per nos. Rs. 10,420.80

17/7.3

(a) 0.45mmThick 1 1 1 7.00 4.50 - 31.50

Total = 31.50

@ Rs. 817.00 Per Sqm Rs. 25,735.50

Total = Rs. 2,28,762.23

Rs. 1,94,447.90

Say = Rs. 1,94,450.00

PREPARED BY:

ASSISTANT ENGINEER (PMAY-G)

DIRECTORATE OF C&RD

MEGHALAYA, SHILLONG.

(Rupees One Lakh Ninety Four Thousand Four Hundred And Fifty Only)

Deduct 15% contractor profit =

providing corrugated galvanised iron sheet etc….

providing bomboo post and purlin including labour for fitting etc…

Page 5

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