*.**

*.** *.** *.**

*.**

*.** *.**

*.** *.** *.90 1.50 0.30 0.40 0.50

C1

C1

C1

0.50 0.30 0.50 0.30 1.50 0.30 0.90

Beam 1 C1

Beam 1

Beam 2

Beam 2

C1 C1

C1

C1

Plan at El. 0+7.40

Plan at El. 0+00 Plan at El. 0+2.70

Wall 1

Wall 2

Wall 3

Wall 4

C1

C1 C1

C1

Scale 1:25

0.80 0.30 1.20 0.30 0.50

B

-

-

A

B

-

-

A

B

-

-

A

Scale 1:25

Scale 1:25

2.80

3.50

0.50 0.30 1.20 0.30 0.50

2.80

3.50 3.50

3.10

4.16

1.30

0.60

0.70

0.50 0.30 0.70

0.08

0.72 0.30 0.40 0.50 0.50 0.30 1.20 0.30 0.50

WT-01 WT-01

Brick Masonry Brick Masonry

WT-04 WT-04

WT-03 WT-03

WT-02 WT-02

WT-05

WT-02 WT-02

WT-03 WT-03

WT-04 WT-04

WT-05

El. 0+0.00

El. 0+2.70

El. 0+2.40

El. 0+4.80

El. 0+4.95

El. 0+7.25

El. 0+7.40

El. 0+6.05

El. 0-0.50

El. 0+2.20

El. 0+4.60

El. 0+7.05

0.50 2.40 0.30 2.10

0.15

0.15

Beam-02

0.70

Section

Scale 1:25

A

-

Section

Scale 1:25

B

-

El. 0+0.20

El. 0+2.20

El. 0+4.60

El. 0+7.05

El. 0+0.20

MS Checkered

Sheet 4 mm Thick

Supporting Angle Both

Side 25x25x3 mm

Hand Railing

PP 7\S

CS 200x75x75x9 mm

Welding

0.60

0.20

0.18

0.20

0.50

0.80

2.40 0.30 2.10 0.15 1.20 0.15

0.14

1.00

3.50 2.80

0.50

Base Plate

400x300x6mm

1.10

1.10 1.20

7.90

6.46

6.46

0.40

1.30

4.80

0.40

0.30

3.36

Anchor Bolt

PP

$QFKRU %DU PP

0.22

5.10

Anchor

Plate 2

Anchor

Plate 1

Base

Plate

Consultants

76-Shandman II Lahore

PH. 375*****-** Fax-37532000

Pakistan Water and Power Development Authority

Tarbela 4th Extension Hydropower Project

Tarbela Dam Colony, Tarbela

Client

Project

Tarbela 4th Extension Hydropower Project

Title

Scale at A1 CAD

File

Contractor

Notes

Drawn By

Dwg check

Reviewed

Approved

Project Drawing Number

Rev Date Drawn Description Chk'd

POWER CONSTRUCTION

CORPORATION OF CHINA LTD.

App'd

D1

Concrete Outline & Brick Work

Shop Drawing of Typical Watch

Tower for Chinese Camp (1/2)

Legend

Symbol Description

2.

First stage Concrete (Class A)

SN.

1.

Structure Line

3. Brick Masonry

4.

Construction joint

As-Shown

SIN-CC-WT-G-013-D1

23-09-2021 Hassan First Issue Yang Chuanfei Chen yun Hassan

Yang Chuanfei

Li lianchao

Chen Yun

1. All dimensions and elevations are in meters unless otherwise specified.

2. Steel Stair material shall be painted.

3. The Payment mode of steel stairs will be as per variation order. Concrete (Class E)

5.

Concrete Features for Watch Tower

No. Block No Class Elevation 9ROXPH Pñ

1 Lean Concrete Class-E 0-0.60~0-0.50 4.03

2 WT-01 Class-A 0-0.50~0+0.20 4.97

3 WT-02 Class-A 0+0.20~0+2.20 0.72

4 WT-03 Class-A 0+2.20~0+4.60 1.35

5 WT-04 Class-A 0+4.60+0+7.05 1.50

6 WT-05 Class-A 0+7.05~0.7.40 1.54

7RWDO 9ROXPH IRU DWFK 7RZHU Pñ

14.11

7RWDO 9ROXPH IRU 1RV RI :DWFK 7RZHU Pñ

112.88

Brick Quantity for Watch Tower

No. Wall No. Type Elevation %ULFN :DOO $UHD Pñ

1 Wall-1 B1 0+4.95~0+6.05 0.15

2 Wall-2 B1 0+4.95~0+6.05 0.15

3 Wall-3 B1 0+4.95~0+6.05 0.19

4 Wall-4 B1 0+4.95~0+6.05 0.24

7RWDO 9ROXPH IRU DWFK 7RZHU Pñ 0.73

7RWDO 9ROXPH IRU 1RV RI :DWFK 7RZHU Pñ 5.81

Plaster Quantity for Watch Tower

No. Wall No. Elevation Sides 3ODVWHU $UHD Pð

1 Wall-1 0+4.95~0+6.05 2 2.64

2 Wall-2 0+4.95~0+6.05 2 2.64

3 Wall-3 0+4.95~0+6.05 2 3.45

4 Wall-4 0+4.95~0+6.05 2 4.18

7RWDO $UHD IRU DWFK 7RZHU Pð 12.91

7RWDO $UHD IRU QRV RI :DWFK 7RZHU Pð 103.31

Brick Features

No. Type Length Width Height

1 BW-F-01 225mm 112mm 70mm

Material List of Steel Stair Case

No Name & Size Unit Quantity Unit Weight

.J P RU NJ Pð

Total (kg/m,

NJ Pð P IRU

watch Tower

Total (kg/m,

NJ Pð P IRU

8 Nos of watch

Tower

1 MS Checkered Sheet for Stair Pð 3.70 25 92.40 739.20 2 Angle Iron (25x25x3) m 33.60 1.10 36.960 534.81

3 MS Pipe for Hand Rail (24x3) m 38.42 1.74 66.851 27.12 4 C Channel (200x75x75x9) m 13.72 23.70 325.16 90.40 5 Anchor Plate 1 (400x180x6) No's 1 3.39 3.39 42.91 6 Anchor Plate 2 (400x180x6) No's 1 3.39 3.39 27.12 7 Base Plate (400x300x6) No's 2 5.65 11.30 90.40

8 $QFKRU %ROWV PP No's 8 8 64

9 Expansion Bolts No's 4 4 32

10 $QFKRU %DUV PP No's 8 0.67 5.36 42.91

Paint Quantity for Watch Tower

No. Description Elevation Sides 3DLQW $UHD Pð

1 Wall-1 0+4.95~0+6.05 2 2.64

2 Wall-2 0+4.95~0+6.05 2 2.64

3 Wall-3 0+4.95~0+6.05 2 3.45

4 Wall-4 0+4.95~0+6.05 2 4.18

5 Column 0+0.00~0+7.25 4 33.91

6 Beam 1 0+2.40~0+2.70 4 3.60

7 Beam 2 0+2.40~0+2.70 4 2.88

8 Middle Slab 0+4.80~0+4.95 1 3.46

9 Top Slab 0+7.25~0+7.40 1 9.44

7RWDO $UHD IRU DWFK 7RZHU Pð 66.21

7RWDO $UHD IRU 1RV RI :DWFK 7RZHU Pð 529.65

0.30

0.30

Column (C1) 1.50

0.30

Beam 1

0.30

1.20

Beam (B2)

Scale 1:20

Scale 1:20

Scale 1:20

Beam 2

0.40

0.18

Anchor Plate 1

Scale 1:20

0.40

0.30

Beam (B1)

6mm Thick

Base Plate

Scale 1:20

0.18

0.40

6mm Thick

Anchor Plate 2

Scale 1:20

4 nos of

Expansion bolts

4 nos of

Anchor bolts

4 nos of

Anchor bolts

0.08

0.20

0.08

0.01

Stinger Detail

Scale 1:8

Consultants

76-Shandman II Lahore

PH. 375*****-** Fax-37532000

Pakistan Water and Power Development Authority

Tarbela 4th Extension Hydropower Project

Tarbela Dam Colony, Tarbela

Client

Project

Tarbela 4th Extension Hydropower Project

Title

Scale at A1 CAD

File

Contractor

Notes

Drawn By

Dwg check

Reviewed

Approved

Project Drawing Number

Rev Date Drawn Description Chk'd

POWER CONSTRUCTION

CORPORATION OF CHINA LTD.

App'd

D1 23-09-2021

As-Shown

SIN-CC-WT-G-014-D1

Concrete Outline & Brick Work

Shop Drawing of Typical Watch

Tower for Chinese Camp (2/2)

Hassan First Issue Yang Chuanfei Chen yun

Hassan

Yang Chuanfei

Li lianchao

Chen Yun

1. All dimensions and elevations are in meters unless otherwise specified.

2. Steel Stair material shall be painted.

3. The Payment mode of steel stairs will be as per variation order. MS Checked Sheet

4mm thick

CS 200*75*75*9mm

(Typ. Flight)

Supporting

Angle 25x25x3

0.20

0.22

Isometric View

0.7

Legend

Symbol Description

2.

First stage Concrete (Class A)

SN.

1.

Structure Line

3. Brick Masonry

4.

Construction joint

Concrete (Class E)

5.

Contact this candidate