UAE-QS- Final Calculation

PROJECT TITLE:G+3 Labour Camp

PROJECT NO.:JD0188

Location: Dubai

Name Numbers Excavation Polythene

Sheet PCC Back fill Water Proofing

Structural

Concrete Cover Number

Area L B H Cum M2 M3Over

FoundationM2 Cum m

Size (mm) 6 8 10 12.00 14 16 18 20

Fixed Line 1.55Weight (kg

per m)

0.22 0.40 0.62 0.89 1.21 1.58 2.00 2.47

4 7.50 7.50 0.50 386.9 249.6 12.5 43.1 285.0 112.5 0.05 top 20 0.10 150.00 7.40 1,110 2.47 2,742 10,967

0.05 bottom 20 0.10 150.00 7.40 1,110 2.47 2,742 10,967

10 4.50 4.50 0.70 372.2 240.1 12.0 8.7 328.5 141.8 0.05 top 12 0.10 90.00 4.40 396 0.89 352 3,516

0.05 bottom 16 0.10 90.00 4.40 396 1.58 626 6,257

12 3.80 3.80 0.60 328.1 211.7 10.6 7.9 282.7 104.0 0.05 top 10 0.10 76.00 3.70 281 0.62 174 2,082

0.05 bottom 16 0.15 50.67 3.70 187 1.58 296 3,554

6 5.10 5.10 0.80 281.3 181.5 9.1 8.3 254.0 124.8 0.05 top 12 0.10 102.00 5.00 510 0.89 453 2,717

0.05 bottom 16 0.10 102.00 5.00 510 1.58 806 4,835

8 5.90 5.90 0.90 492.2 317.5 15.9 7.3 448.4 250.6 0.05 top 12 0.10 118.00 5.80 684 0.89 608 4,862

0.05 bottom 16 0.10 118.00 5.80 684 1.58 1,081 8,651

4 3.20 3.20 0.50 80.4 51.8 2.6 6.7 66.6 20.5 0.05 top 10 0.10 64.00 3.10 198 0.62 122 490

0.05 bottom 12 0.10 64.00 3.10 198 0.89 176 705

4 4.70 4.70 0.70 161.3 104.0 5.2 9.4 141.0 61.9 0.05 top 16 0.10 94.00 4.60 432 1.58 683 2,733

0.05 bottom 16 0.10 94.00 4.60 432 1.58 683 2,733

6 4.20 4.20 0.60 196.8 127.0 6.3 9.5 166.3 63.5 0.05 top 10 0.10 84.00 4.10 344 0.62 212 1,275

0.05 bottom 16 0.10 84.00 4.10 344 1.58 544 3,265

4 2.30 2.30 0.50 45.2 29.2 1.5 3.5 39.6 10.6 0.05 top 10 0.10 46.00 2.20 101 0.62 62 250

0.05 bottom 12 0.15 30.67 2.20 67 0.89 60 240

6 2.00 2.00 0.40 53.6 34.6 1.7 3.1 43.2 9.6 0.05 top 10 0.15 26.67 1.90 51 0.62 31 188

0.05 bottom 10 0.15 26.67 1.90 51 0.62 31 188

4 7.50 5.10 0.50 269.4 173.8 8.7 23.2 203.4 76.5 0.05 top 16 0.15 84.00 7.40 622 1.58 982 3,929

0.05 bottom 16 0.15 84.00 7.40 622 1.58 982 3,929

4 6.80 3.60 0.50 178.6 115.2 5.8 15.5 139.5 49.0 0.05 top 16 0.15 69.33 6.70 465 1.58 734 2,936

0.05 bottom 16 0.15 69.33 6.70 465 1.58 734 2,936

TOTAL 72 2,845.8 1,836.0 91.8 146.3 2,398.2 1,025.2 TOTAL #######

22 1.00 0.30 0.50 28.60 3.3 0.03 V 25 18 0.50 9.00 3.85 35 762

H 8 0.15 13 1.56 20.80 0.40 8 181

26 0.80 0.30 0.50 28.60 3.1 0.03 V 25 16 0.50 8.00 3.85 31 801

H 8 0.15 10 1.44 14.40 0.40 6 148

18 1.20 0.30 0.50 27.00 3.2 0.03 V 25 26 0.50 13.00 3.85 50 901

H 10 0.1 25 1.52 38.00 0.62 23 422

4 0.80 0.25 0.50 4.20 0.4 0.03 V 25 16 0.50 8.00 3.85 31 123

H 8 0.15 10 1.44 14.40 0.40 6 23

6 0.2 0.50 9.42 0.6 0.03 V 25 12 0.50 6.00 3.85 23 139

H 8 0.15 10 0.72 7.24 0.40 3 17

22 1.00 0.30 17.06 112.6 0.03 V 25 18 17.06 307.08 3.85 1182 26010

H 8 0.15 455 1.56 709.70 0.40 280 6167

3 1.00 0.30 3.60 3.2 0.03 V 25 18 3.60 64.80 3.85 249 748

H 8 0.15 96 1.56 149.76 0.40 59 177

26 0.80 0.30 17.06 106.5 0.03 V 25 16 17.06 272.96 3.85 1051 27323

H 8 0.15 341 1.44 491.33 0.40 194 5046

18 1.20 0.30 17.06 110.5 0.03 V 25 26 17.06 443.56 3.85 1708 30739

H 10 0.1 853 1.44 1,228.32 0.62 758 13642

4 0.80 0.25 9.06 7.2 0.03 V 25 16 9.06 144.96 3.85 558 2232

H 8 0.15 181 1.44 260.93 0.40 103 412

6 0.2 9.06 10.7 0.03 V 25 12 9.06 108.72 3.85 419 2511

H 8 0.15 181 0.72 131.12 0.40 52 311

3 0.60 0.20 3.60 1.3 0.03 V 16 10 3.60 36.00 1.58 57 171

H 8 0.15 72 1.08 77.76 0.40 31 92

Take Off - Calculation Sheet

DWG REF: G+3 Labour Camp

Part of Structure Description:Sub Structure & Super Structure

Location/

Description

Dimension of Structure

Bar Mark ￠Dia. Spacing Bar Cut

LengthNet bar Length Unit Wt. (kg/m)

Net Weight

Bars

Total

Weight

Quantity Estimation of G+3 Labor camp Prepared by Sala Shamimi Sept 22 , 2016

F7

F8

F9

C5

C2

C3

C4

C5

C6

C1

Columns -

Super

MAIN CAMP

C1

C2

C3

C4

F10

CF1

CF2

Columns -

Sub

Footings

F1

F2

F3

F4

F5

F6

TOTAL 362.7 TOTAL ######

8 4.70 0.25 20.55 193.2 0.03 V 16 0.15 31.3 20.55 1,287.80 1.58 2,034.72 16,277.79

H 10 0.15 137.0 4.70 1,287.80 0.62 794.57 6,356.58

8 3.60 0.25 20.55 148.0 0.03 V 16 0.15 24.0 20.55 986.40 1.58 1,558.51 12,468.10

H 10 0.15 137.0 3.60 986.40 0.62 608.61 4,868.87

TOTAL 341.1 TOTAL - ###### 68.0 1.27 1.25 0.20 21.6 0.05 12 0.15 571 1.17 668.30 0.89 593 2374

384.0 0.28 1.25 0.20 26.9 0.05 Stairs 10 0.15 417 1.15 479.65 0.62 296 1184

1.0 0.05 Floor- L 12 0.15 56 4.10 229.60 0.89 204 816

0.05 Floor- B 12 0.15 48 3.50 168.00 0.89 149 597


TB1 1 840.00 0.25 0.60 0.60 210.0 46.2 126.0 0.03

Typical

Calculation for

Floor/Sectional

20 m Beam Section with 1 Intermediate - Section20.00 0.70 0.25 3.50 190.20

FB1 1 235.00 0.25 0.70 0.70 41.1 0.03 top 25 0 2 20.00 20.00 4 77 154.00

SB1 2 280.00 0.25 0.70 0.70 98.0 0.03 bot 20 0 2 20.00 20.00 2.47 49 98.80

RB 1 280.00 0.25 0.70 0.70 49.0 0.03 mid_b 20 0 1 14.00 14.00 2.47 35 34.58

RB1 1 38.00 0.25 0.60 0.60 5.7 0.03 int_t 25 0 1 6.00 6.00 4 23 23.10

Face 12 0 4 20.00 20.00 2.47 49 197.60

Stirrups_n 8 0.2 90 1.90 1.90 0.40 1 67.55

Stirrups_s 8 0.1 120 1.90 1.90 0.40 1 90.06


Total1 2,352 0.15 352.7 0.03 Button 8 0.15 7 0.94 12.53 0.40 4.95 11,641.77

0.03 Top

1 2,352 0.30 705.5 0.03 Button 16 0.1 10 0.94 18.80 1.58 29.70 69,850.62

0.03 Top 12 0.1 10 0.94 18.80 0.89 16.69 39,257.82

2 1,937 0.30 1,161.9 0.03 Button 16 0.1 10 0.94 18.80 1.58 29.70 ##########

0.03 Top 12 0.1 10 0.94 18.80 0.89 16.69 64,659.15

1 1,937 0.30 581.0 0.03 Button 16 0.1 10 0.94 18.80 1.58 29.70 57,523.34

0.03 Top 12 0.1 10 0.94 18.80 0.89 16.69 32,329.57

3 18.66 4.55 4.10 0.20 11.2 0.03 Button 12 0.15 7 0.94 12.53 0.89 11.13 207.62

0.03 Top 12 0.15 7 0.94 12.53 0.89 11.13 207.62

4 19.71 4.47 4.41 0.20 15.8 0.03 Button 12 0.15 7 0.94 12.53 0.89 11.13 219.39

0.03 Top 12 0.15 7 0.94 12.53 0.89 11.13 219.39

Total 2,828.1 0.03TOTAL Main

Bars########

Total Extra Bar ########

Total ########

D1_1 22 3.00 3.00 0.15 29.7 0.03 16 0.1 30 3 176.4 1.58 3,880.80 6,132

D1_2 22 3.00 3.00 0.15 29.7 0.03 16 0.1 30 3 176.4 1.58 3,880.80 6,132

D1_3 22 3.00 3.00 0.15 29.7 0.03 16 0.1 30 3 176.4 1.58 3,880.80 6,132

D1_R 22 3.00 3.00 0.15 29.7 0.03 16 0.1 30 3 176.4 1.58 3,880.80 6,132

TOTAL 118.8 26,489

4 2.50 2.50 0.35 38.8 33.6 1.7 - 64.0 8.8 top

- 0.05 bottom 12 0.10 50 2.40 120 0.89 107 426

2 2.40 2.40 0.35 17.9 15.7 0.8 - 29.8 4.0 top

- 0.05 bottom 12 0.15 32 2.30 74 0.89 65 131

6 2.10 2.10 0.35 41.0 37.5 1.9 - 70.6 9.3 top

- 0.05 bottom 12 0.15 28 2.00 56 0.89 50 298

3 1.90 1.90 0.35 16.8 15.9 0.8 - 29.6 3.8 0.05 top

- 0.05 bottom 10 0.15 25 1.80 46 0.62 28 84

2 4.20 2.60 0.35 33.9 27.6 1.4 - 53.2 7.6 0.05 top 16 0.10 68 4.10 279 1.58 441 881

- 0.05 bottom 16 0.10 68 4.10 279 1.58 441 881

2 3.50 2.20 0.35 23.9 20.3 1.0 - 38.8 5.4 0.05 top 16 0.10 57 3.40 194 1.58 306 612

- 0.05 bottom 16 0.10 57 3.40 194 1.58 306 612

2 3.60 2.40 0.35 26.8 22.4 1.1 - 43.0 6.0 0.05 top 16 0.10 60 3.50 210 1.58 332 664

- 0.05 bottom 16 0.10 60 3.50 210 1.58 332 664

TOTAL 198.9 173.0 8.6 - 328.9 44.9 TOTAL 5,779.1

13 0.80 0.25 0.65 17.75 1.7 0.03 V 20 16 0.65 10.40 2.47 26 334

H 8 0.15 9 1.38 11.96 0.40 5 61

12 0.60 0.20 0.65 12.48 0.9 0.03 V 20 12 0.65 7.80 0.89 7 83

H 8 0.15 9 1.10 9.53 0.40 4 45

2 0.75 0.20 0.65 2.47 0.2 0.03 V 20 12 0.65 7.80 2.47 19 39

H 8 0.15 9 1.38 11.96 0.40 5 9

Lift Wall

Columns -

Super

LW -

Long

Columns -

Sub

SlabF2-F3

R

UP-R

Beams

Drop Slab

MASJID

LW -

Short

Staircase

4.20 3.60

Calculation for 1 m2

GF

F1

Footings

F1

F2

F3

F4

CF1

CF2

CF3

C1

C2

C3

0.15 2.3

13 0.80 0.25 6.25 16.3 0.03 V 20 16 6.25 100.00 2.47 247 3211

H 8 0.15 83 1.38 115.00 0.40 45 591

12 0.60 0.20 7.75 11.2 0.03 V 20 12 7.75 93.00 2.47 230 2757

H 8 0.15 103 1.10 113.67 0.40 45 539

2 0.75 0.20 7.75 2.3 0.03 V 20 12 7.75 93.00 2.47 230 459

H 8 0.15 103 1.38 142.60 0.40 56 113

TOTAL 32.6 TOTAL 8,899.8

4 13.00 0.20 0.60 2.6 0 6.2

3 12.50 0.20 0.60 2.5 0 4.5

2 17.90 0.25 0.60 5.4

4 7.58 0.25 0.60 4.5

2 17.90 0.25 0.80 7.2

2 7.58 0.25 0.80 3.0

2 9.38 0.20 0.70 2.6

2 3.80 0.20 0.70 1.1

2 15.00 0.20 0.70 4.2

2 8.00 0.20 0.70 2.2

1 15.00 0.20 0.70 2.1

TOTAL 5.1 - 43.1 TOTAL Avg factor for beam used as above #######GF 1 286.03 20.75 17.90 0.15 42.9 8 0.15 13 1.00 13.33 0.40 5.27 1,506.40

1 135.5 17.90 7.57 0.30 40.7 12 0.15 13 1.00 13.33 0.89 11.84 3,208.71

1 82.323 9.37 17.90 0.15 12.3 12 0.15 13 1.00 13.33 0.89 11.84 1,949.41

1 57 15.00 3.80 0.15 8.6 10 0.15 13 1.00 13.33 0.62 8.23 937.84

TOTAL - 104.5 TOTAL 8,210.5

lengih T8 lengih T10 lengih T12 lengih T16 lengih T20Total

WeightBase 2 15.7 8.2 0.4 60.4 257.5 - - 90.1 3433 5424

Wall_l 4 15.0 0.4 4.0 84.0 3200 7904

Wall_s 4 6.8 0.4 4.0 38.1 1451 3583

Top 2 7.5 15.0 0.3 67.5 3000 4740

TOTAL 279.7 TOTAL 6433 4651 23384

lengih T8 lengih T10 lengih T12 lengih T16 lengih T20

Foundation 6 2.00 2.00 0.35 37.2 26.5 4.0 - 64.8 8.4 288 288 435

C1_Sub 2 0.7 0.2 1.5 5.40 0.4 80 42 98

C2_Sub 4 0.5 0.2 1.5 8.40 0.6 96 60 133

C1_Sup 2 0.7 0.2 5.4 1.5 288 151 354

C2_Sup 4 0.5 0.2 5.4 2.2 346 216 480

3 6.8 0.6 0.2 1.4 0 2.4 167 41 122 296

2 12.9 0.6 0.2 3.1 211 52 155 375

2 6.8 0.8 0.2 2.2 135 27 82 280

2 14.8 0.8 0.2 4.7 294 59 178 609

Slab 150 1 12.9 6.8 0.2 13.2 877 351

250 1 14.8 6.8 0.3 25.2 1342 1194

TOTAL 37.2 27.8 4.0 - 63.9 TOTAL 2493 288 1521 746 259 4973

lengih T8 lengih T10 lengih T12 lengih T16 lengih T20

4 1.10 1.10 0.30 7.5 5.8 0.9 15.0 1.5 97 86

0

C7_Sub 4 0.4 0.2 1.5 4.80 0.5 56 48 98

C7_Sup 4 0.4 0.2 3.8 1.2 140 122 248

TB1 2 7.2 0.2 0.5 1.4 1.4 84 29 72 172

RB1 2 7.2 0.2 0.6 1.7 84 29 100 217

TB1 2 6.4 0.2 0.5 1.3 1.3 74 26 64 154

RB1 2 6.4 0.2 0.6 1.5 74 26 90 194

150 1 7.2 6.4 0.2 6.9 610 244

250 1 7.2 6.4 0.3 11.4 1220 1086

TOTAL 7.5 8.5 0.9 19.8 27.4 TOTAL 1122 1329 495 2606

Total 5,595.2 909,576

910

Total weight in ( kgs )

Total weight in ( Tons)

Columns -

Super

Beams

TB1

TB2

RB1

RB2

C2

C3

Roof

Slab

Columns

Beams

TB1

RB1

Foundation F11

Tanks

Columns

Beam

Slab

HOLDING TANKS

LV ROOM & SUB STATION

PUMP ROOM

C1

Name Numbers Total Volume Concrete Volume

Backfill Volume

Area L B H Cum Cum Cum

1.1

4 7.5 7.5 0.5 62.41 19.27 43.14

10 4.5 4.5 0.7 24.01 15.28 8.735

12 3.8 3.8 0.6 17.64 9.76 7.876

6 5.1 5.1 0.8 30.25 21.91 8.342

8 5.9 5.9 0.9 39.69 32.43 7.261

4 3.2 3.2 0.5 12.96 6.22 6.74

4 4.7 4.7 0.7 26.01 16.56 9.447

6 4.2 4.2 0.6 21.16 11.68 9.476

4 2.3 2.3 0.5 7.29 3.75 3.545

6 2 2 0.4 5.76 2.70 3.06

4 7.5 5.1 0.5 43.45 20.23 23.225

4 6.8 3.6 0.5 28.8 13.34 15.46

TOTAL

Stairs 4 4.70 4.10 1.00

C1 22 1.00 0.30 0.50

C2 26 0.80 0.30 0.50

C3 18 1.20 0.30 0.50

4 2.5 2.5 0.35 8.41 0.00

2 2.40 2.40 0.35

6 2.10 2.10 0.35

3 1.90 1.90 0.35

2 4.20 2.60 0.35

2 3.50 2.20 0.35

2 3.60 2.40 0.35

C1 13 0.80 0.25

C2 12 0.60 0.20

C3 2 0.75 0.20

C1 13 0.80 0.25

C2 12 0.60 0.20

C3 2 0.75 0.20

F4

F5

F6

CF3

F2

F3

F4

CF1

CF2

Location/ Description

Dimension of Structure

Backfill Over Foundation‐Main Camp

Backfill Over Foundation‐Masjid

F1

Footings

Columns - Sub

F7

F8

F9

F10

CF1

CF2

F1

F2

F3

6 8 10 12.00 14 16 18 20 25 32 40 50 0.22 0.40 0.62 0.89 1.21 1.58 2.00 2.47 3.85 6.31 9.86 15.41

Number

2 16 0.1 330 6 1980 1.58 3,128.40 6,256.80

8 16 0.1 30 3 90 1.58 142.20 1,137.60

8 12 0.1 40 4 160 0.89 142.08 1,136.64

12 16 0.1 60 3 180 1.58 284.40 3,412.80

16 16 0.15 13 2 26.67 1.58 42.13 674.13

8 16 0.1 30 3 90.00 1.58 142.20 1,137.60

4 16 0.1 330 6 1980 1.58 3,128.40 12,513.60

24 16 0.1 30 3 90 1.58 142.20 3,412.80

16 12 0.1 40 4 160 0.89 142.08 2,273.28

24 16 0.1 60 3 180 1.58 284.40 6,825.60

28 16 0.15 13 2 26.67 1.58 42.13 1,179.73

16 16 0.1 30 3 90.00 1.58 142.20 2,275.20

8 16 0.1 30 2.5 75 1.58 118.50 948.00

R 2 16 0.1 330 6 1980 1.58 3,128.40 6,256.80

12 16 0.1 30 3 90 1.58 142.20 1,706.40

8 12 0.1 40 4 160 0.89 142.08 1,136.64

12 16 0.1 60 3 180 1.58 284.40 3,412.80

14 16 0.15 13 2 26.67 1.58 42.13 589.87

8 16 0.1 30 3 90.00 1.58 142.20 1,137.60

4 16 0.1 30 2.5 75 1.58 118.50 474.00

Total 62,529.72

Net Weight Bars Total WeightLocation

F1

F2‐F3

Number of location ￠Dia. Spacing Bar Cut

LengthNet bar Length

Unit Wt. (kg/m)

Mass Cut & Fill

Grid Length Width of Section EGL FGL Bottom Level Type Grid EGL

Cut Fill L B Cut Fill

1 - Point 24 0 65 9.931 9.37 9.37 Cut 0.56 - 568 - 2 - Point 25 9.831

- - 45 22.545 65 9.871 9.01 9.01 Cut 0.86 - 872 - 8.161

- - 45 22.590 60 9.861 8.64 8.64 Cut 1.22 - 1,236 - 8.261

- - 45 22.5135 56 9.851 8.07 8.07 Cut 1.78 - 1,803 - 7.911

- - 45 22.5180 51 9.311 7.8 7.8 Cut 1.51 - 1,530 - 7.961

- - 45 22.5225 46 9.251 7.6 7.6 Cut 1.65 - 1,672 - 8.011

- - 45 22.51 - Point 18 270 41 7.601 7.57 7.57 Cut 0.03 - 2 - Point 31 7.711

7,681 -

Total Excavation m3 8,739 Total Filling m3 5,028

Height Section Volume

FGL Bottom Level Type Grid EGL FGL Bottom

Level Type

Cut Fill L B Cut Fill Cut Fill L B Cut Fill

9.2 9.2 Cut 0.63 - 639 - 3 - Point 40 8.411 9.2 9.2 Fill - 0.79 - 710 - - 45 22.5 - - 45 20

9.26 9.26 Fill - 1.10 - 1,113 7.991 9.34 9.34 Fill - 1.35 - 1,214 - - 45 22.5 - - 45 20

8.87 8.87 Fill - 0.61 - 617 8.011 8.94 8.94 Fill - 0.93 - 627 - - 45 22.5 - - 45 15

8.28 8.28 Fill - 0.37 - 374 7.991 8.34 8.34 Fill - 0.35 - 173 - - 45 22.5 - - 45 11

8.16 8.16 Fill - 0.20 - 201 7.911 7.86 7.86 Cut 0.05 - 14 - - - 45 22.5 - - 45 6

7.61 7.61 Cut 0.40 - 406 - - - - - - - 45 22.5 - - 45 1

7.72 7.72 Fill - 0.01 - -

1,045 2,304 14 2,724

Height Section Volume Height Section Volume

111 2 3 4 5 6 7 8 9 10 12

A

B

C

D

F

G

H

I

J

K

L

E

58100

3825 4475 6100 5750 2985 5915 5915 8185 6650 4475 3825

44400

3550

2600

4450

3750

5450

5175

5075

37

50

4450

260

03

55

0

F1 F1

F1

F1

F2

F3

F3

F3

F3

F3 F3

F3

F3

F3

F3

F3

F2

F2

F2

F2 F2

F2

CF1

1800

2850

F6

F10

F8F8

F6

F10

F10F10

CF2

F4

F5

F4F4

F9

F9F9

F9

F10

F10

F7 F7

F7F7

F4

F4

F5F5

F5F5

F4

F6 F6

F8F8F8

1200

1750 1750

1200

31501650

2600 2765 3035 3150

1900

2175 1500

1900

1850

2400

2275

1900

1850

2175 1500

26003150

1400

240

90

465

615

465

1665 2650 30352600

21751500

1900

1850

1200

1750

1650

350

3150

600

1750

1200

2600

21751500

1850

1900

1550 1425

CF2

1550 1425

1800

CF2

1265 1710

CF2

1265 1710

1800

1800

F5

90

2100

CF1

1800

2850

2100

CF1

1800

2850

2100

CF1

1800

2850

2100

2400

2300

2400

2600

2500

2200

2300

2200

2300

2500

2300

F2

F2

2200

F3

600

F8

F5

F2

2300

F5

1950

1950

1000 GA POLYTHENE SHEETS

2 layers of 250mm each thoroughly compacted

50mm THK. P.C.C.

MIN

. 1

00

0

WATER PROOFING

(2 layers of Bitumen Coat as per spec.)

TYPICAL FOUNDATION DETAIL

EXISTING GROUND LEVEL

±0.00 GL

-1.00

±0.00 GL

to not more than 95% of MDD for sand or 98% MDD for road base

(Backfill material shall be Engineered fill / Road Base)

FOUNDATION LAYOUT

1:100@A1

S00500

GENERAL NOTES

5.ANY DISCREPANCIES, EITHER BETWEEN WRITTEN

DIMENSIONS AND SITE DIMENSIONS OR BETWEEN

THIS DRAWING AND OTHER CONSULTANT'S OR

SUPPLIER'S DRAWINGS SHOULD BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE ARCHITECT

BEFORE EXECUTING THE WORKS.

6. THIS DRAWING IS TO BE READ IN CONJUNCTION

WITH THE RELEVANT STRUCTURAL, MECHANICAL&

ELECTRICAL DRAWINGS AND SPECIFICATIONS.

7. ALL WORKS ARE TO BE CARRIED OUT IN

ACCORDANCE WITH THE RELEVANT CODES OF

PRACTICE AND ALSO TO MEET THE LOCAL

AUTHORITY REQUIREMENTS.

1.THIS DRAWING IS THE COPYRIGHT OF GEO.

THIS DRAWING OR ANY PORTION OF IT MAY

NOT BE REPRODUCED IN ANY WAY WITHOUT THE

CONSENT OF GEO.

2.DIMENSIONS ARE NOT TO BE SCALED FROM THIS

DRAWING.

3.DIMENSIONS ARE IN METERS, UNLESS NOTED

OTHERWISE.

4.THE CONTRACTOR IS TO VERIFY ALL DIMENSION

ON SITE BEFORE EXECUTING THE SITE.

DATE:- DRAWN:- CHECKED:- SCALE:-

PROJECT NO

ZONE NO LEVEL NO DRAWING NO REV. NO

CONSULTANT:

Global Engineering Consultants

Office-909, Safa Tower

P.O.Box: 29175, Dubai, U.A.E.

Sheikh Zayed Road

TEL:04-3278 298, FAX:04-3278 398

www.geoco.ae . [email protected]

NAMEDATEREV. DESCRIPTION

CLIENT:

09-05-2016

PROJECT:

DRAWING TITLE:

LOCATION:

A = APPROVED B = APPROVED WITH COMMENTS C = RETURN

SURVEYOR/INSPECTOR PROJECT ENGINEER PROJECT MANAGERSURVEYOR/INSPECTOR

SB SHS

JD0188

CLEVELAND BRIDGE &

ENGINEERING MIDDLE EAST

Private LTD

PLOT NO. 599-1150 AT

JAFZA, DUBAI, U.A.E

57.26

8.66

MGC

Proposed

G+3 Labour Camp

TYPE SIZE

L X B X H

BOTTOM REINFORCEMENT

SHORT DIRECTION

TOP REINFORCEMENT

LONG DIRECTION SHORT DIRECTION LONG DIRECTION

FOUNDATIONS SCHEDULE:

4500 X 4500 X 700F2

3800 X 3800 X 600F3

REMARKS

F4

F1 -

LEVEL

(DMD)

-

-

-

7500 X 7500 X 500

5100 X 5100 X 800

EXTRA BARS AS

SHOWN IN PLAN

F5 -5900 X 5900 X 900

F6 -3200 X 3200 X 500

F7 -4700 X 4700 X 700

F8 -4200 X 4200 X 600

FOUNDATIONS NOTES:-In reference to soil investigation report Ref# GSI/0069/16/DXB-GEO by MATERIAL LAB. dated on 18/06/2016.1. The allowable net bearing pressure value is 175 kPa2. It is recommended that the foundation to be laid at a depth of not less than 1.50m below EGL or existing

ground level which is lower.3.The exposed foundation ground after excavation shall be inspected by a qualified engineer to confirm that the

required depth has been reached and that any undesirable materials are removed. Moreover, the exposedfoundation ground shall be proof rolled with heavy vibratory rollers to ensure that any loose materials havebeen densified to not less than 95% of the max. dry density as determined by ASTM D 1557 (Modified Proctor)or equivalent BS Procedure.

F9 -2300 X 2300 X 500

F10 -2000 X 2000 X 400

CF1 -7250 X 5100 X 500

CF2 -6800 X 3600 X 500

T20@ 100C/C T20 @ 100C/C

T16 @ 100C/C T16@ 100C/C T12 @ 100C/C T12 @ 100C/C

T16 @ 150C/C T16 @ 150C/C

T16 @ 100C/C T16 @ 100C/C

T10 @ 100C/C T10 @ 100C/C

T12 @ 100C/C T12 @ 100C/C

T16 @ 100C/C T16 @ 100C/C

T12 @ 100C/C T12 @ 100C/C

T16 @ 100C/C T16 @ 100C/C

T16 @ 100C/C T16 @ 100C/C

T12 @ 100C/C T16 @ 150C/C

T10 @ 100C/C T10 @ 100C/C

T12 @ 150C/C T12 @ 150C/C

T10 @ 150C/C T10 @ 150C/C

T10 @ 100C/C T10 @ 100C/C

T10 @ 150C/C T10 @ 150C/C

T16 @ 150C/C T16 @ 150C/C

T20 @ 100C/C T20 @ 100C/C

T12 @ 100C/C T12 @ 100C/C

T10 @ 100C/C T10 @ 100C/C

T16 @ 150C/C T16 @ 150C/C

T16 @ 150C/C T16 @ 150C/C T16 @ 150C/C T16 @ 150C/C

TB1 TB1 TB1 TB1 TB1 TB1 TB1TB1

TB

1

TB1 TB1

TB1TB1

TB

1

TB

1

TB1 TB1

TB

1

TB1

TB1TB1TB1TB1TB1TB1TB1TB1

TB

1

TB

1

TB1

TB

1T

B1

TB

1

TB1TB1TB1TB1

TB

1

TB

1T

B1

TB

1T

B1

TB

1T

B1

TB1TB1

TB

1

TB

1

TB

1

TB

1

TB

1

TB1TB1TB1TB1TB1TB1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1T

B1

TB

1T

B1

TB

1

TB

1T

B1

TB

1

T

B

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1T

B1

TB

1

TB

1

TB

1

TB

1

TB

1

TB

1T

B1

TB

1

TB

1

TB

1T

B1

TB

1

TB

1T

B1

TB

1

TB

1

TB

1

TB

1

TB1 TB1 TB1 TB1TB1 TB1 TB1

TB1 TB1

TB1

TB1

TB1 TB1

TB1

TB1TB1

TB1 TB1

TB1 TB1

TB1

TB1TB1

111 2 3 4 5 6 7 8 9 10 12

A

B

C

D

F

G

H

I

J

K

L

E

58100

3825 4475 6100 5750 2985 5915 5915 8185 6650 4475 3825

44

40

0

35

50

26

00

44

50

37

50

54

50

51

75

50

75

37

50

44

50

26

00

35

50

TB

1

TB1 TB1 TB1 TB1TB1 TB1 TB1TB1

WITH ONE MESH

T8@150 C/C

GENERAL NOTES

















CONSENT OF GEO.


DRAWING.


OTHERWISE.




PROJECT NO


CONSULTANT:


Office-909, Safa Tower


Sheikh Zayed Road

TEL:04-3278 298, FAX:04-3278 398



CLIENT:

09-05-2016

PROJECT:

DRAWING TITLE:

LOCATION:



SB SHS

JD0188

CLEVELAND BRIDGE &


Private LTD


JAFZA, DUBAI, U.A.E

57.26

8.66

MGC

Proposed

G+3 Labour Camp

GF SLAB LAYOUT

1:100@A1

S01200

TYPE

SIZE

D X W

MID

CONT. EXTRA BOT

INT. SUPPORT

CONT.

FACE BARS

STIRRUPS

NOMINAL NEAR SUPP. L/4

REMARKS

EXTRA TOP

TIE BEAM SCHEDULE

TB1 600 X 250 2T16 T8 @ 200 T8 @ 1502T161T16 2T16 2T12

CONCRETE WALL SCHEDULE

TYPE

250

REINFORCEMENT

VERTICAL HORIZONTAL

LIFT

THICKNESS

T16@150 T10@150

ELEVATION 1

- all Facades paint has a reflective index of 45%

- all spaces has open able windows.

- All paints & Coats limit of Volatile Organic Compounds (VOC) do not exceed the allowable

limit and are certified by Dubai Central Lab.

GREEN BUILDING COMMENTS

C D

A B F G H I J K LE

1.65

2.80

4.00

3.60

1.60

3.40

4.00

3.60

4.00

.603.4

04.0

04.0

01.2

0

4.00

.60

4.00

W04 W03 W05 W10

GD1

GD1

D01

FD1

FD1

D01

W05

W12 W11 W16 W15 W09 W14 W16 W13 W14

W13 W11 W15W16

W13 W16W14 W12

W12 W14

W22

W22

W13W11W09W15W14

TL +5.05

FFL +9.70

PL +9.38

PL +26.90

FFL +13.70

FFL +17.70

FFL +21.70

FFL +25.70

TL +14.30

TL +29.30

SSL +28.70

Ground Floor

First Floor

Second Floor

Third Floor

Roof Floor

Stairs Floor

FFL +9.70

PL +9.14

PL +26.90

FFL +13.70

FFL +17.70

FFL +21.70

FFL +25.70

TL +14.30

TL +29.30

SSL +28.70

Ground Floor

First Floor

Second Floor

Third Floor

Roof Floor

Stairs Floor

W14

3.5544.40

2.60 4.46 3.74 5.45 5.17 5.07 3.75 4.45 2.60 3.55

20mm Thick(min .)Smooth Cement/Sand Plaster + Epoxy Paint

(color as per )

FINISHES NOTE:

ELEVATION 2

- all Facades paint has a reflective index of 45%

- all spaces has open able windows.

- All paints & Coats limit of Volatile Organic Compounds

(VOC) do not exceed the allowable limit and are certified by

Dubai Central Lab.

GREEN BUILDING COMMENTS

11 1234567891012

58.10

3.824.476.105.752.985.925.928.186.654.473.83

1.06

4.00

.60

4.00

.60

1.60

3.60

.403.6

0.40

3.60

.402.4

0

1.60

3.60

3.60

.403.6

0.40

2.40

1.20

1.60

3.60

3.60

.403.6

0.40

2.40

1.20

11.00

1.60

11.00

1.60

FFL +9.70

PL +9.14

4.00

PL +26.90

19.60

FFL +13.70

4.00

.31

FFL +17.70

4.00

FFL +21.70

4.00

1.20

FFL +25.70

TL +14.30

1.80

.60

TL +29.30

SSL +28.70

Ground Floor

First Floor

Second Floor

Third Floor

Roof Floor

Stairs Floor

1.40

2.40

1.20

2.40

.403.6

0.40

3.60

.403.6

0

W05 W04 W03 W03W06 W07 W05 W05

W15 W14 W15 W16 W13 W17 W15 W14

W08W08

W16

W16

W09 W13

W14 W17

W17

W09 W16

W15

W13

W16 W13

W09

W14

W17

W13W16

W17

W14

W17

1.06

W14

W18W18

FFL +9.70

PL +8.64

4.00

PL +26.90

19.60

FFL +13.70

4.00

FFL +17.70

4.00

FFL +21.70

4.00

1.20

FFL +25.70

TL +14.30

1.80

.60

TL +29.30

SSL +28.70

Ground Floor

First Floor

Second Floor

Third Floor

Roof Floor

Stairs Floor

1.00

20mm Thick(min .)Smooth Cement/Sand Plaster + Epoxy Paint

(color as per )

FINISHES NOTE:

GENERAL NOTES

















CONSENT OF GEO.


DRAWING.


OTHERWISE.




PROJECT NO


CONSULTANT:

Proposed

G+3 Labour Camp


CLIENT:

26-04-2016

PROJECT:

DRAWING TITLE:

LOCATION:



- ASF

KEY PLAN

JD0188

CLEVELAND BRIDGE &


Private LTD


JEBEL ALI IND., DUBAI, U.A.E

Existing Sockyard

Existing Sockyard

Existing Building

BUS PARKING

CAPACITY = 80 PERSONS EACH

BUS PARKING


BUS PARKING


BUS PARKING


BUS PARKING


BUS PARKING


BUS PARKING


14.80

5.00

118.6

6

57.26

24.02

8.66

Mosque

MGC


Office-603, Bldg No. 01, Bay Square


Business Bay

TEL:04-55 793 88, FAX:04-27 69 669


ISSUED FOR TENDER

ELEVATIONS

A - 200

1:150@A1

00 28-04-16 MAMISSUED FOR APPROVAL

00

ELEVATION -01

ELEVATION -02

AS ADDITION

AutoCAD SHX Text

Qibla

AutoCAD SHX Text

GEO

Documents

UAE-QS- Final Calculation