PERMANENT SHELTER DESIGN

GORKHA EARTHQUAKE 2015

REHABILITATION AND RECONSTRUCTION PROGRAM

PERMANENT SHELTER DESIGN

STONE MASONRY (MUD MORTAR) WITH G.I WIRE MESH

BLOCK MASONRY OF COMPRESSED STABILIZED EARTHEN

BLOCK (CSEB)

STONE MASONRY(MUD MORTAR) WITH WOODEN BAND

STONE MASONRY(MUD MORTAR) WITH RCC BAND

Center of Resilient Development

Hariharbhawan, Pulchowk, Lalitpur

PO Box : 1681, Kathmandu, Nepal

Phone No: +977 1 5010268

Email: [email protected]

Website: www.corvia.org

GROUND FLOOR PLAN(59.789 sq.m.)

UP

Wooden

Staircase

D

W1

D

9144

Kitchen & Dining Room

W1

W1

X

V

D1

Toilet

1731

6096

450

915

915

1451

915

1000

450

1670

A

A

11

B

B

C

C

22

33

915 4074

110x110 mm

Wooden Post

450 1134 915 3351 450 2394 450

X

831 762 831

6720

LVL UP +150mm

LVL UP +300mm

762

2548

1000

2548

900

1432

1432

1432

900

1000

915

3281

ATTIC FLOOR PLAN(55.742 sq. m.)

W2

W2

6096

900

1919

458

1919

900

DOWN

Wooden

Staircase

Bamboo PartitionBamboo Partition

5850 450 2844

A

A

11

B

B

C

C

22

33

Attic Room Attic Room

XX

9144

900

1432

487

945

1432

900

ROOF PLAN

XX

3808

3808

10664

530 2884 7250

S.N. DOOR / WINDOW SIZE

3

OPENING SCHEDULE

2

W1

1 D 915 x 1829

915 x 1220

D1 762 x 1524

4 W2 458 x 610

5 V 762 x 458

PLAN

SHEET TITLE: PROJECT:

PERMANENT SHELTER DESIGNSTONE MASONRY(MUD MORTAR)WITH G.I.WIRE MESH

CENTER OF RESILIENT DEVELOPMENT Harihar Bhawan, Lalitpur G.P.O. Box: 1681, Kathmandu Email: [email protected]

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DRAWN BY:Er. Sunita Shrestha

APPROVED BY: Er. Hari Darshan Shrestha

DESIGN BY:Er.Bimala Dhami

REVIEWED BY: Er. Binay Charan Shrestha A-01

REV. 00

DWG.NR. REV DESCRIPTION HISTORY BY DATE

SCALE: 1:100

DATE:June, 2015

Note:

1. All the dimensions in the figure

are in mm unless otherwise

specified.

2. The framing patterns of the

openings in the drawing might not

represent the real framing pattern in

the site.

FRONT SIDE ELEVATIONBACK SIDE ELEVATION

RIGHT SIDE ELEVATIONLEFT SIDE ELEVATION

LVL. ±000 (Ground level)

LVL. +300 (Plinth Level)

LVL. +2919 (1st Floor Level)

LVL. +5538 (2nd Floor Level)

LVL. +7250 (Roof Level)

CROSS-SECTION AT X-X

Earth

LVL. +909 (Sill Level)

LVL. +2129 (Lintel Level)

LVL. +3528 (Sill Level)

LVL. +4748 (Lintel Level)

ELEVATION AND SECTION

SHEET TITLE: PROJECT:CENTER OF RESILIENT DEVELOPMENT Harihar Bhawan, Lalitpur G.P.O. Box: 1681, Kathmandu Email: [email protected]

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REV. 00

DWG.NR. REV DESCRIPTION HISTORY

SCALE: 1:100

DATE:June, 2015

Note:



specified.

2. The framing patterns of the

openings in the drawing might not

represent the real framing pattern in

the site.

BY DATE

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DETAIL OF FLOORING

75x220 mm Main Beam

Half Cut Bamboo

(75 mm dia.)

70x140 mm Joist

@ 450 mm c/c

2755

160

160

25x50 mm Wooden Key

for main beam

B1 B1B1

B1

B1

B1B1

B1

Stone masonry Wall

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

A A

B

B

C

C

15x40 mm Wooden

Key for Joist

nails

110x110 mm

wooden post

2755340 2674 340

WOODEN BEAM DETAIL

S.N.

SIZE

B1

75 x 220

B2

70 x 140

CROSS-SECTION OFFLOORING AT A-A

110x110mm

Wooden Post

75x220 mm Main Beam

70x140 mm Joist

Mud Finish (75mm depth)

Half cut Bamboo (75 mm dia.)

Polythene sheet

450 mm Stone

Masonry wall

CROSS-SECTION OFFLOORING AT C-C



75x220 mm Main Beam

70x140 mm Joist

Wooden Key

Polythene sheet

450 mm Stone

Masonry wall

Connecting G.I.wire

mesh @240 mm c/c

G.I wire mesh 14 gauge

(2.108 mm Ø) @

120x120 mm c/c

CROSS-SECTION OFFLOORING AT B-B

Wooden Key

75x220 mm Main Beam



70x140 mm Joist

Polythene sheet

450 mm Stone

Masonry wall

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @

120x120 mm c/c

DETAIL OF FLOORING


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REV. 00


SCALE: 1:50

DATE:June, 2015

Note:



specified.

BY DATE



Y

Y

DETAIL OF ROOFING

Gutter

40x230 mm Eaves Board

450 mm Stone

Masonry Wall

150x75 mm Rafter

75x220 mm

Ridge Beam

100x100 mm Wall Plate

50x50 mm Battens

@ 300 mm c/c

Ridge Cover

Roof covering

(C.G.I Sheet)

50x50 mm Battens

@ 300 mm c/c

100x100 mm

Wall Plate

150x75 mm Rafter

75x220 mm

Ridge Beam

40x230 mm

Eaves Board

100x75 mm

Tie beam

110x110 mm

Wooden Post

450 mm Stone

Masonry Wall

SECTIONAL DETAIL OF ROOFAT Y-Y

Nails

Gutter

40x15 mm

Wooden Keys

Nails

450 mm Stone

Masonry Wall

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @

120x120 mm c/c

40

15

Section

Wooden Key

250

20

DETAILING OF ROOF


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REV. 00


SCALE: 1:50

DATE:June, 2015

Note:



specified.

BY DATE



50

25

325

Plan

Section

Wooden Key for Beam

25

Elevation

Nails

70x140 mm

Joist

75x220 mm

Main Beam

Stone

Masonry

Detail For Fixing Keys on Joist

15x40 mm

Wooden Key

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @

120x120 mm c/c

50

25

220

50

50

75

Beam

110

Detail of Fixing Keys on Beams

Plan Elevation

450

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @

120x120 mm c/c

25x50 mm

Wooden Key

75x220 mm

Main Beam

Connecting G.I.wire

mesh @240 mm c/c

G.I wire mesh 14

gauge (2.108 mm Ø)

@ 120x120 mm c/c

25x50 mm

Wooden Key

75x220 mm

Main Beam

750

Detail of MasonryStrip Footing Foundation

150

30

030

0

50

Stone Masonry

Ground LVL ± 000

+300mm(Plinth Level)

450

100

G.I. wire 14 gauge

(2.108 mm Ø) @ 120x

120mm c/c

Connecting G.I.wire

mesh @240 mm c/c

110x110 mm

Wooden Post

1322

Section at R-R

110x75 mm

Base Strip

330x330 mm

Base Stone

110

110x75 mm

Base Strip

330x330 mm

Base Stone

50

Detail of Fixing Joist

4050

140

50

Joist

Wooden Key

40

15

Section

Wooden Key for Joist

240

20

Detail of FixingPost on Base Strip

110x110 mm

Wooden Post

C

C

R

R

QQ

230

1322

230

330x330 mm

Base Stone

110x75 mm

Base Strip

110x110 mm

Wooden Post

Floor Level

230

330 330

110

Section at Q-Q

Flooring

Joist

Beam

Detail of Fixing Capitals on the Posts

110110

55

220

30

140

125

110

55

110x100 mm

Wooden Post

110 mm width

Capital

30x30 mm

DETAILING


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REV. 00


SCALE: 1:25

DATE:June, 2015

Note:



specified.

BY DATE


Section at Z-Z of G.I Wire Mesh

450 mm Stone Masonry Wall


(2.108 mm Ø) @ 120x120

mm c/c

450

Connecting G.I.wire

mesh @240 mm c/c

G.I Wire Mesh Plan

wire mesh 14 gauge

(2.108 mm Ø) @ 120x120 mm c/c

Z

Stone masonry

wall

Connecting wire mesh

@ 240 mm c/c

Z

P

Section at P-P of G.I Wire Mesh

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @ 120x120

mm c/c

450 mm Stone

Masonry Wall

DETAILING OF WIRE MESH






REV. 00


SCALE: 1:100

DATE:June, 2015

Note:



specified.

BY DATE



G.I WIRE MESH WITH HORIZONTAL ANDVERTICAL CONNECTING WIRES

Connecting G.I.wire

mesh @240 mm c/c

Connecting G.I.wire

mesh @240 mm c/c


(2.108 mm Ø) @ 120x120

mm c/c


(2.108 mm Ø) @ 120x120

mm c/c


(2.108 mm Ø) @ 120x120

mm c/c

ELEVATION DETAIL OFSILL/ LINTEL

75x175 mm

Wooden Lintel Beam

75x175 mm

Wooden Sill Beam

300300

S

S

450mm Stone

Masonry Wall

Window

VERTICAL SECTIONAL DETAIL AT

S-S OF SILL/ LINTEL

450mm Stone

Masonry Wall

100mm

Window Frame

75x175 mm Wooden

Lintel/ Sill Beam

450

DETAILING OF WIRE MESHAND LINTEL/SILL DETAIL


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REV. 00


SCALE: 1:100

DATE:June, 2015

Note:



specified.

BY DATE



Base shear = AhxW 972.542219 kN

Calculation of Story shearHeight (hj)

(m)

Seismic Weight

(Wi) Wixhi Story shear

(kN)

1st floor 1.8288 1,290.03 2,359.21 333.36

2nd floor 3.6576 1,236.73 4,523.45 639.18

Attic floor 5.4864 715.05 3,923.05 554.34

Summation = 6,882.66

If the outer wall is supposed to carry 1/2nd of the 1st story shear, then shear in the wall is

167 kN

The shear strength of the wall can be assumed as zero, the shear force has to be taken by

GI wire placed on both sides of the wall.

considering 2.108mm GI wire

Cross‐sectional area = 3.5 mm2

Strength of wire = 0.45 kN/mm2

No. of wires required =141.1063

142

71 wires are required on each face of the wall

Spacing = 0.12 m

Thus provide 120X 120mm GI wire mesh on both sides will provide sufficient shear capacity

for the wall.

Checked for Shear only

Shelter

Type:Permanent Shelter Design

Stone Masonry (Mud Mortar) with G.I. Wire Mesh

Item No. Description of Works Unit Quantity Rate Amount (NRS) Remarks

1Earthwork in excavation in foundations in gravel mix soil including dressing of sides, ramming of bottom and lead upto 10m, all complete as per drawing, specification and instructions.

Cu. M 21.79 379.04 8,259.28

2Stone filling with mud mortar in foundation in level, shape including transportation and supplying of materials, all complete as per drawing, specifications and instructions.

Cu. M 18.30 2,729.52 49,950.22

3Stone filling in between foundationa and plinth level including transportation and supplying of materials, all complete as per drawing, specifications and instructions.

Cu. M 5.23

2,729.52

14,275.39

4Soil filling in between foundationa and plinth level including leveling, ramming of surface, transportation and supplying of materials, all complete as per drawing, specifications and instructions.

Cu. M 12.15 705.81 8,575.59

5Local high strength wood work in any level, size and shape for Door, Window, as required all complete as per drawing, specification and instructions.

Cu. M 0.74 11497.41 8,508.08

6Local high strength wood work in any level, size and shape for rafter, ridge beam, battens as required all complete as per drawing, specification and instructions.

Cu. M 1.26 11,497.41 14,486.74

7Saal wood work in any level, size and shape for door, window frame as required all complete as per drawing, specification and instructions.

Cu. M 0.65 27,153.80 17,649.97

8Saal wood work in any level, size and shape for column, beam and staircase as required all complete as per drawing, specification and instructions.

Cu. M 5.44 14,938.78 81,266.96

9Eaves board in any level, size and shape at Roof as required all complete as per drawing, specification and instructions.

Sq.M 4.91 135.55 665.55

10Half cut bamboo of 75mm dia as the bridging material for the flooring in level, fine finish, dusting including transportation and supplying of materials all complete as per drawings and instructions.

Sq. M. 80.79 353.25 28,539.07

11Installation and positioning of C.G.I sheet work in roof in level all complete as per drawing, specification and instructions excluding transportation charge.

Sq. M. 86.91 831.65 72,278.70

12Installation and positioning of GI wire (2mm ф @ 120mm * 120mm c/c) at wall all complete as per drawing, specification and instructions excluding transportation charge.

Kg 150.13 144.56 21,702.04

13 Providing and laying stone masonry wall in mud mortar with both side fair finish including cost of scaffolding, filling and raking out joints wherever required as per drawings, specifications and instructions.

Cu.M. 61.73 2,729.52 168,493.27

1415mm thick mud plaster in any level size and shape of wall as required including racking, plastering to level, smooth etc. all complete as per drawing, specification and instructions.

Sq. M. 310.45 124.97 38,796.94

1575mm thick mud plaster in any level size on the floor as required including racking, smooth etc. all complete as per drawing, specification and instructions.

Sq. M. 124.69 214.33 26,724.81

16Bamboo Work 75mm thick use for partition of room in level, shape and size including supplying of materials, transporting it to a distance of 10 m, all complete as per drawing specification and instructions

Sq. M. 35.42 607.03 21,501.00

581,673.61 174,502.08

756,175.69

98,302.84

854,478.53 Grand Total (III + IV)

(II) Addition of 30% in the rate of government including transportation cost, tools and equipments (30% of I)

(Assuming 25% strength reduction for the knotting of GI wire)

wires are required equally on both faces of the wall

DESIGN CALCULATION FOR G.I.WIRE

Bill of Quantities

(I) Total (A)

(III) Total (I + II)

(IV) VAT (13% of III)

Page 1 of 1

Shelter

Type:Permanent Shelter Design

Stone Masonry (Mud Mortar) with G.I. Wire Mesh

L B H/D

A Foundation Work

1Earthwork in excavation in foundations in gravel mix soil including dressing of sides, ramming of bottom and lead upto 10m, all complete as per drawing, specification and instructions.

21.79 Cu. M

Along Grid A-A 1 7.77 0.75 0.750 4.37 In between grid (A-A) and (B-B) 1 1.67 0.75 0.750 0.94

Along Grid (B-B) and (C-C) 2 6.10 0.75 0.750 6.86 Along Grid (1-1) and (2-2) 2 7.79 0.75 0.750 8.77

Along Grid (3-3) 1 1.52 0.75 0.750 0.86 Total 21.791

2Stone filling with mud mortar in foundation in level, shape including transportation and supplying of materials, all complete as per drawing, specifications and instructions.

18.30 Cu. M

Along Grid A-A 1 7.77 0.47 3.67 In between grid (A-A) and (B-B) 1 1.67 0.47 0.79

Along Grid (B-B) and (C-C) 2 6.10 0.47 5.76 Along Grid (1-1) and (2-2) 2 7.79 0.47 7.36

Along Grid (3-3) 1 1.52 0.47 0.72 Total 18.305

B Superstructure Work

3Stone filling in between foundationa and plinth level including transportation and supplying of materials, all complete as per drawing, specifications and instructions.

5.23 Cu. M

Along Grid A-A 1 7.77 0.45 0.300 1.05 In between grid (A-A) and (B-B) 1 1.67 0.45 0.300 0.23

Along Grid (B-B) and (C-C) 2 6.10 0.45 0.300 1.65 Along Grid (1-1) and (2-2) 2 7.79 0.45 0.300 2.10

Along Grid (3-3) 1 1.52 0.45 0.300 0.21 Total 5.230

4

Soil filling in between foundationa and plinth level including leveling, ramming of surface, transportation and supplying of materials, all complete as per drawing, specifications and instructions.

12.15 Cu. M

1 8.244 5.196 0.300 12.15 Total 12.149

5Local high strength wood work in any level, size and shape for Door, Window, as required all complete as per drawing, specification and instructions.

0.74 Cu. M

Door D 2 0.915 0.037 1.829 0.12 Door D1 4 0.762 0.037 1.524 0.17

Window W1 10 0.915 0.037 1.22 0.41 Window W2 2 0.458 0.037 0.61 0.02 Ventilation V 1 0.762 0.037 0.458 0.01

Total 0.74

6Local high strength wood work in any level, size and shape for rafter, ridge beam, battens as required all complete as per drawing, specification and instructions.

1.26 Cu. M

Attic FloorRafter 4 7.364 0.075 0.22 0.49

Ridge Beam 1 10.664 0.075 0.22 0.18 Battens 22 10.664 0.05 0.05 0.60

Total 1.26

7Saal wood work in any level, size and shape for door, window frame as required all complete as per drawing, specification and instructions.

0.65 Cu. M

Door D Frame (Along width) 2 0.915 0.1 0.075 0.01 Door D Frame (Along height) 2 1.829 0.1 0.075 0.03 Door D1 Frame (Along width) 4 0.762 0.1 0.075 0.02 Door D1 Frame (Along height) 4 1.524 0.1 0.075 0.05

Window W1 Frame (Along width) 20 0.915 0.1 0.075 0.14 Window W1 Frame (Along height) 20 1.22 0.1 0.075 0.18 Window W2 Frame (Along width) 4 0.458 0.1 0.075 0.01 Window W2 Frame (Along height) 4 0.61 0.1 0.075 0.02

CALCULATION OF QUANTITIES

RemarksDetails of itemsDimensions (m)

Item No. No. Total

Quantities UnitQuantities

Page 1 of 3

L B H/DRemarksDetails of items

Dimensions (m)Item No. No.

Total Quantities

UnitQuantities

Ventilation V Frame (Along width) 2 0.762 0.1 0.075 0.01 Ventilation V Frame (Along height) 2 0.458 0.1 0.075 0.01

Lintel and Sill at Window 44 0.3 0.175 0.075 0.17 Total 0.65

8

Saal wood work in any level, size and shape for column, beam and staircase as required all complete as per drawing, specification and instructions.

5.44 Cu. M

Ground Floor and First FloorColumn 16 0.11 0.11 2.134 0.41

Main Beam B1 (Running East‐West direction) 4 9.464 0.075 0.22 0.62 Main Beam B1 (Running North‐South direction) 12 6.416 0.075 0.22 1.27

Joist B2 24 10.704 0.07 0.14 2.52 Wooden keys fixture for Beam B1 and walls 36 0.012188 0.025 0.01

Wooden keys fixture for Joist and Beam resting on the walls 96 0.0072 0.015 0.01 Wooden keys fixture for Joist and Beam 96 0.0072 0.015 0.01

Attic FloorColumn (at the Attic floor) 6 0.11 0.11 1.352 0.10

Wooden keys fixture for Beam and walls 16 0.0075 0.015 0.002

Stair Case Frame 4 5.238 0.305 0.05 0.32 Stair Case Step 20 0.815 0.203 0.05 0.17

Total 5.44

9Eaves board in any level, size and shape at Roof as required all complete as per drawing, specification and instructions.

4.91 Sq.M

At roof 2 10.664 0.23 4.91 Total 4.91

10

Half cut bamboo of 75mm dia as the bridging material for the flooring in level, fine finish, dusting including transportation and supplying of materials all complete as per drawings and instructions.

80.79 Sq. M.

Ground and First Floor 104 5.196 0.075 80.79 Total 80.79

11Installation and positioning of C.G.I sheet work in roof in level all complete as per drawing, specification and instructions excluding transportation charge.

86.91 Sq. M.

Roofing 1 10.664 7.616 81.22 Toilet roof 1 2.884 1.975 5.70

Total 86.91

12Installation and positioning of GI wire (2mm ф @ 120mm * 120mm c/c) at wall all complete as per drawing, specification and instructions excluding transportation charge.

150.13 Kg

At East‐West direction

GI Wire running horizantally (outer) 104 6.096 635.71 GI Wire running horizantally (inner) 95 5.196 495.96

GI Wire running vertically (outer) 102 6.257 635.71 GI Wire running vertically (inner) 87 5.727 495.96

GI wire for binding inner and outer walls (Vertical direction) 282 0.45 126.96 GI wire for binding inner and outer walls (Horizontal direction) 282 0.45 126.96

At North‐South direction - GI Wire running horizantally (outer) 104 9.144 953.57 GI Wire running horizantally (inner) 87 8.244 713.93

GI Wire running vertically (outer) 152 6.257 953.57 GI Wire running vertically (inner) 137 5.196 713.93

GI wire for binding inner and outer walls (Vertical direction) 314 0.45 141.33 GI wire for binding inner and outer walls (Horizontal direction) 314 0.45 141.33

Deduction for opening -1 (9.30) Deduction for opening -1 (10.06) Deduction of opening -1 (6.10) Deduction of opening -1 (7.17) Deduction of opening -1 (8.59) Deduction of opening -1 (2.94)

Total 150.13

13

Providing and laying stone masonry wall in mud mortar with both side fair finish including cost of scaffolding, filling and raking out joints wherever required as per drawings, specifications and instructions.

61.73 Cu.M.

Ground Floor

Page 2 of 3

L B H/DRemarksDetails of items

Dimensions (m)Item No. No.

Total Quantities

UnitQuantities

Wall along Grid (1‐1) and (2‐2) 2 9.144 0.45 2.354 19.37 Wall along Grid 3‐3 1 2.424 0.45 1.69 1.84 Wall along Grid A‐A 1 6.416 0.45 2.354 6.80

Wall in between Grid (A‐A) and (B‐B) 1 1.22 0.45 1.912 1.05 Wall along Grid (B‐B) 1 5.196 0.45 2.354 5.50 Wall along Grid (C‐C) 1 0.45 0.45 2.354 0.48 Deduction of opening -1 (3.69)

First Floor - Wall along Grid (1‐1) and (2‐2) 2 9.144 0.45 2.354 19.37 Wall along Grid (A‐A) and (B‐B) 1 5.196 0.45 2.354 5.50

Wall along Grid (C‐C) 1 0.45 0.45 2.354 0.48 Deduction of opening -1 (4.04)

Attic Floor - Wall along Grid (1‐1) and (2‐2) 2 9.144 0.45 1.019 8.39

Wall along Grid (A‐A), (B‐B) and (C‐C) 3 0.45 0.45 1.1215 0.68 Total 61.73

14

15mm thick mud plaster in any level size and shape of wall as required including racking, plastering to level, smooth etc. all complete as per drawing, specification and instructions.

310.45 Sq. M.

Ground FloorWall along Grid (1‐1) and (2‐2) (Outer Wall) 2 9.144 2.619 47.90 Wall along Grid (1‐1) and (2‐2) (inner wall) 2 7.794 2.354 36.69

Wall along Grid 3‐3 (Outer Wall) 1 2.424 1.69 4.10 Wall along Grid 3‐3 (inner wall) 1 1.524 1.69 2.58

Wall along Grid A‐A (Outer Wall) 1 7.766 2.619 20.34 Wall along Grid A‐A (inner wall) 1 6.416 2.354 15.10

Wall in between Grid (A‐A) and (B‐B) (Outer Wall) 1 1.67 1.912 3.19 Wall in between Grid (A‐A) and (B‐B) (inner wall) 1 1.22 1.912 2.33

Wall along Grid (B‐B) 2 5.196 2.354 24.46 Wall along Grid (C‐C) (Outer Wall) 1 0.9 2.619 2.36 Wall along Grid (C‐C) (Inner wall) 1 0.45 2.354 1.06

Deduction of opening -1 (16.41) First Floor -

Wall along Grid (1‐1) and (2‐2) (Outer Wall) 2 9.144 2.619 47.90 Wall along Grid (1‐1) and (2‐2) (inner wall) 2 7.794 2.354 36.69

Wall along Grid (A‐A) and (B‐B) (Outer Wall) 2 6.096 2.619 31.93 Wall along Grid (A‐A) and (B‐B) (inner wall) 2 5.196 2.619 27.22

Wall along Grid (C‐C) (Outer Wall) 1 0.9 2.619 2.36 Wall along Grid (C‐C) (Inner wall) 1 0.45 2.354 1.06

Deduction of opening -1 (17.95) Attic Floor -

Wall along Grid (1‐1) and (2‐2) (Outer Wall) 2 9.144 1.019 18.64 Wall along Grid (1‐1) and (2‐2) (inner wall) 2 7.794 1.019 15.88

Wall along Grid (A‐A), (B‐B) and (C‐C) 3 0.9 1.1215 3.03 Wall along Grid (A‐A), (B‐B) and (C‐C) 3 0.45 1.1215 1.51

Total 310.45

15 75mm thick mud plaster in any level size on the floor as required including racking, smooth etc. all complete as per drawing, specification and instructions.

124.69 Sq. M.

Ground FloorFloor 1 8.244 5.196 42.84

First FloorFloor 1 8.244 5.196 40.93

Attic FloorFloor 1 8.244 5.196 40.93

Total 124.69

16

Bamboo Work 75mm thick use for partition of room in level, shape and size including supplying of materials, transporting it to a distance of 10 m, all complete as per drawing specification and

35.42 Sq. M.

First FloorIn between grid (A‐A) and (B‐B) 69 0.075 2.354 12.23

Along grid (C‐C) 57 0.075 2.354 10.11 In between grid (1‐1) and (2‐2) 38 0.075 2.354 6.77

Attic Floor - Along grid (A‐A) and (C‐C) 57 0.075 1.468 6.31

Total 35.42

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PERMANENT SHELTER DESIGN