PMAY-G MODEL NOmegcnrd.gov.in/pmay-g_modelhouse/PMAY-G_Model-2.pdf · 10. Roof Structure Hipped...

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


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


V-1 600X1200 1000

D-1 900X2100 0

PLINTH AREA:


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


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.


L1/3 L2/3


TYPICAL LONG SECTION OF PLINTH BEAM




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 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



GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


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


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


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:


DRAWN BY


DRAWN BY:


DRAWN BY:





GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


V-1 600X1200 1000

D-1 900X2100 0



DRAWN BY:


GENERAL NOTES:


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


CONTENTS :FOOTING PLAN

GENERAL NOTES:


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


4-10 mm ∅

200mm x 200mm

TB-1 to TB-12


C-1 to C-9

4-10 mm ∅

200mm x 230mm

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3



L1/3 L2/3






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


1000

3000

700

700


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:


GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH

Window WXH

W-1 800X1500 1

Ventilation WXH

V-1 600X1200 1

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


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



GENERAL NOTES:


SCHEDULED OF

DOORS & WINDOWS


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


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


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


Doors WXH Sill

Window WXH Sill

W-1 800X1500 1000


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:


DRAWN BY:


DRAWN BY:


1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

4000

2325

1200



GENERAL NOTES:


L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3



L1/3 L2/3







4-10 mm ∅

200mm x 200mm

TB-1 to TB-7


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



DRAWN BY:



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


1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000


CONTENTS :FOOTING LAYOUT

DRAWN BY:


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


PCC 75 mm thick

Floor Finishing 50mm

Stone Soling 100mm


1.9 m height Split Bamboos/

chicken mesh ekra wall

with cement mortar of 1:4 mix ratio


3000

1000

CGI Sheet

450 450

450

Plinth wall

Sill level at 1100mm from P.L.

G.L.

G.L.

P.L.




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

Bamboo Truss Section

Local wooden floor beam

200x230mm RCC Plinth Beam

450

G.L.

PCC 75 mm thick


Stone Soling 100mm

Full Mud Block/ Brick wall


CGI Sheet (Flat roof)


Local wooden floor Beam &

Purlin Members

3000

500


PLINTH AREA (303


GENERAL NOTES:


SCHEDULED OF

DOORS


Doors WXH

Window WXH

W-1 800X

Ventilation

V-1

D-1 900


4000



DRAWN BY:


DRAWN BY:


DRAWN BY:


1000

1000

1000

1000

1000

1000

1000

1000

4000

2325

1200

L1/3L1/3L1

COLUMNCOLUMN

L2/3

COLUMN

L2L2/3



L1/3 L2/3







4-10 mm ∅

200mm x 200mm

TB-1 to TB-7


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




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

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



L1/3 L2/3






4-10 mm ∅

200mm x 200mm

TB-1 to TB-11


C-1 to C-9


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


Stone Soling 100mm


1.9 m height Split Bamboos/

chicken mesh ekra wall

with cement mortar of 1:4 mix ratio


3000

1000

CGI Sheet

450 450

450

Plinth wall


G.L.

G.L.

P.L.

Bamboo Truss Section

Local wooden floor beam


450

Plinth wall

P.L.

3000

500

4000





DRAWN BY:


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


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


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


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


(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.)

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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

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