CALCULATION SHEETProject: Emirates Transport Construction

Sl. No. ITEM DESCRIPTION No L B H Qnty. Unit Remarks

STRUCTURAL STEEL CALCULATION WORKSHOP- A 236640.8

1) 104586.5 kg

SC 1 700/100x300x137 10 12.0 @ 137 16440.0 kg 8

SC 2 1200x300x179 15 12.0 @ 179 32220.0 kg

SC 3 700/100x300-3x189 20 12.0 @ 189 45360.0 kg 8

Base Plate 25mm thk

SC 1 10 0.9 0.5 0.025 883.1 kg

SC 2 15 1.4 0.5 0.025 2060.6 kg

SC 3 20 0.9 0.6 0.025 2119.5 kg

Anchor Bolts 25 mm dia

SC 1 140 1 @ 3.86 540.4 kg

SC 2 420 1 @ 3.86 1621.2 kg

SC 3 280 1 @ 3.86 1080.8 kg

Cap Plate 45 1 0.4 0.016 2260.8 kg

2) Steel Beam Rafter 93796.8 kg

Steel Framne 1 15 2 @ 2435 73050.0 kg

nos both side kg/rafter

Secondary Beam (SB 1) 24 12.0 @ 34.6 9964.8 kg

Stiffner Plate 12 mm 420 0.3 0.25 0.012 2472.8 kg

Portal Beam SB 4 10 6.0 @ 50 3000.0 kg

End Plate 6 % of steel l/s 88487.6 5309.3 kg

3) Roof Purlin 38257.6 kg

PU 1 202 Z 20 25 60.0 @ 5.3 7950.0 kg

PU 2 CH 230x75x26 50 12.0 @ 26 15600.0 kg 8.2

Purlin Cleates 375 0.2 0.13 0.012 918.5 kg

Anti Sagrods 20 Ø Rod 16 42 @ 2.47 1659.8 kg L20%m

Vert w Bracing L 100x100x1040

4.0 @15.1

2416.0kg

Hor. W Bracing L 100x100x1080

4.0 @15.1

4832.0kg

Bracing Cleats 120 0.25 0.25 0.012 706.5 kg

Bracing End plate 10% of total 7248.0 724.8 kg

Knee Bracing L 50x50x5 750 1.00 @ 4.6 3450.0 kg

4) 2677.5 m2

Roof 1 35 @ 76.5 2677.5 m2

Bill of Quantities

Steel Columns for Workshop- A

Sandwich Roof Panel: >>>Aluminum sheet 0.7 mm gauge sheet with

45/250 Trapezoidal profile (Power coated) >>>35 mm thick Injected

Polyeurethan with density not less than 38 KA/m3 >>> Aluminum

Gauge Sheet 0.5 mm Gauge sheet

Page 1

CALCULATION SHEETProject: Emirates Transport Construction

Sl. No. ITEM DESCRIPTION No L B H Qnty. Unit Remarks

Bill of Quantities

5) Rain water Gutter 7 mm 2 77 @ 154.0 m

6)Ridge Cover (Approx 2.5 m

long)1 77 @ 77.0 m

7) Flushing 4 side 2 112 @ 224.0 m

8) Eave side Curve sheet 77.0 Lm

9) Gable Side Curve sheet 35.0 Lm

29723.8 kg

1 Crane Beam UB 457x191x67 14 12 @ 67 11256.0 kg

2 254X89 RSC 14 12 @ 46 7728.0 kg

3 Crane beam connection plate 60 0.5 0.3 0.025 1766.3 kg

4 Rails- solid tube 14 12 @ 28.2 4737.6 kg

5 Bracket Beam UB 457x191x67 30 0.5 @ 67 1005.0 kg

6 Stiffener Plate for bracket 60 0.5 0.2 0.025 1177.5 kg

7 Angle 120x120x10 60 0.3 @ 16.3 293.4 kg

8 Gusset Plate 30 0.5 0.5 0.02 588.8 kg

9 Stiffener Plate for Column 16 1.2 0.15 0.012 271.3 kg

Nut Bolts 30 60 1800 900

CRANE GUTTER WITH LAP JOINT

Page 2

Project: Emirates Transport Construction

Sl.

NO.ITEM DESCRIPTION QUANTITY UNIT

RATE

(AED)

AMOUNT

(AED)REMARKS

1 STRUCTURAL STEEL IN RIGID FRAME 236,641 kg 9 2,129,768

CRANE BEAM INCLUDING CONNECTIONS 29,724 kg 8 237,790

2

Sandwich Roof Panel: >>>Aluminum sheet 0.7

mm gauge sheet with 45/250 Trapezoidal profile

(Power coated) >>>35 mm thick Injected

Polyeurethan with density not less than 38

KA/m3 >>> Aluminum Gauge Sheet 0.5 mm

Gauge sheet

2,678 m2 150 401,625

Rain water Gutter 7 mm 154 m 150 23,100

Ridge Cover (Approx 2.5 m long) 154 m 150 23,100

Flushing 4 side 224 m 100 22,400

Eave side Curve sheet 77 m 150 11,550

Gable Side Curve sheet 35 m 150 5,250

2,854,583 /-

1,066

Bill of Quantities (Summary)

TOTAL (AED)

Workshop A

Project: Tawam Dialysis Center (B+G+1 Building) Al Ain, UAE

Location: Al Ain, UAE

Client : Abu Dhabi Health Service Company (SEHA)Consultant: Burt, Hill (BH)

Civil Contructor: Civil Power Contracting (Cpc)

1 STB1 UB 254x254x89

2 STB2 UB 254x254x73

3 STB3 UC 203X203X46

4 STB4 UC203X203X86

5 STB5 UC152X152X37

6 STB6 UC254X254X167

7 STB7 UC152X152X23

8 STB8 UB127X76X13

9 STB10 UC 152x89x16

10 STB8' UC152X152X23

11 STB10' UC203X203X46

12 SC1 CHS 273x10

13 SC2 UC 203X203X46

14 SC4 UB 254x254x73

15 SC7 RHS 150x100x5

16 FSC3 UC 152x152x37

17 ST 09 RHS 150x100x4

18 ST 09 RHS 80x40x4

AL YARMOUK STEEL & ENGG. CO LLC

P.O BOX. 4952 AJMAN, UAE.

E-mail: yarmoukstl@gmail.com/ yarmouk2@eim.ae

THERMOSORB PAINT THICKNESS AS PER LOADING CHART

SL No. Item DescriptionThermosorb Paint

Thickness ( Microns)RemarksRef

Project: Tawam Dialysis Center (B+G+1 Building) Al Ain, UAE

Location: Al Ain, UAE

Client : Abu Dhabi Health Service Company (SEHA)Consultant: Burt, Hill (BH)

Civil Contructor: Civil Power Contracting (Cpc)

HP/AThickness for

1 hr fire

rating in mm

Thickness for

2 hr fire

rating in mm

1 STB1 UB 254x254x89 130 1.02 4.57 1,020 4,570

2 STB2 UB 254x254x73 160 1.09 5.18 1,090 5,180 3 STB3 UC 203X203X46 200 1.42 5.89 1,420 5,890 4 STB4 UC203X203X86 110 1.99 4.08 1,990 4,080 5 STB5 UC152X152X37 190 1.37 5.76 1,370 5,760 6 STB6 UC254X254X167 75 0.89 3.15 890 3,150 7 STB7 UC152X152X23 300 2.11 8.31 2,110 8,310 Extrapolated 8 STB8 UB127X76X13 320 2.26 8.86 2,260 8,860 Extrapolated 9 STB10 UC 152x89x16 310 2.18 8.64 2,180 8,640 Extrapolated

10 STB8' UC152X152X23 300 2.11 8.31 2,110 8,310 Extrapolated 11 STB10' UC203X203X46 200 1.42 5.89 1,420 5,890 12 SC1 CHS 273x10 105 1.20 5.60 1,200 5,600 13 SC2 UC 203X203X46 200 1.42 5.89 1,420 5,890 14 SC4 UB 254x254x73 160 1.09 5.18 1,090 5,180 15 SC7 RHS 150x100x5 210 2.30 10.40 2,300 10,400 Extrapolated 16 FSC3 UC 152x152x37 190 1.37 5.76 1,370 5,760 Extrapolated 17 ST 09 RHS 150x100x4 260 2.60 12.60 2,600 12,600 Extrapolated 18 ST 09 RHS 80x40x4 270 2.60 12.60 2,600 12,600 Extrapolated

Notes:

a Calculations based on the requirements of UL Design No.X662, X661, and X660.

b All data is taken from drawings/information received, as noted on the above schedule. The contractor should check the data for errors or ommisions.

c No allowance has been made for site wastage or application over thickness, or for the surface areas of fillets, stiffeners or base-plates.

d Please refer to Carboline technical literature for further information on application recommendations.

e extrapolated - thickness that has been caculated on its nearest value as the HP/a (subj. for approval).

f No test data for rods, plates, and rsa thus considered as I-section in the calculation. (subject for approval)

Disclaimer Notice:

The above quantities are based upon information provided. We recommend that you undertake a full measure of the steelwork prior to commencing

the contract. The information contained on this document is provided in good faith, and every reasonable effort is made to ensure that it is accurate

and up to date. Any person/ company relying on any of the information contained on this document or making any use of the information contained

herein, shall do so at its own risk. Stoncor Middleeast LLC hereby disclaims any liability and shall not be held liable for any damages including,

without limitation, direct, indirect or consequential, damages including loss of revenue, loss of profit, loss of opportunity or other loss. Accordingly, this

information is provided 'as is' without warranty of any kind. In no event shall Stoncor Middleeast LLC be liable for any damage arising, directly or

indirectly, from the use of the information contained on this document including damages arising from inaccuracies, omissions or errors.

Paint

Thickness

(1 hr) in

microns

THERMOSORB PAINT THICKNESS AS PER LOADING CHART

SL No. Ref Item Description Remarks

As Per Loading Chart Paint

Thickness

(2 hr) in

microns