Scaff Calculator [PDF]

Zitiervorschau

Printed 11/30/2020

RBG Ltd

ON / OFFSHORE : OFFSHORE REQUEST BY :

LABOUR NORM :Aluminium Beams : 0.0 M x No. : Additional Beams : 0.0 M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : 0 INCREASED DIFFICULTY % : INCREASED MAT'L FACTOR % : NO. x WORKING HRS/DAY :

SCAFFOLD LOCATION : M2 Inc.10.0% SCAFFOLD DETAILS M OVERALL HEIGHT : M OVERALL LENGTH : M WIDTH (Max. 2.349M) : M MAX. LIFT HEIGHT : Off BOARDED LIFTS : Off MAX. WORKING LIFTS : RAILS : SIDES : Kn/M2 LIVE-LOAD :

0 0 0 0 0 0 0.0

0 MAX. BAY LENGTH :

0

0

0.00

501367214.xls

M, As Calcs

SCAFFOLD NO. :0 0 0.0 Total M 0 0.0 Total M 0 M2 Inc.10.0% Hrs Per Tonne Off Off (Req'd For Overside) ENTER % ENTER % Hrs ONSHORE OFFSHORE

0

0

0 0

0

0

0 0 0

0

0.00

RBG 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00

0

0 0.00

0 0.00 0 0 0 0 0 0 0.00

0.00 0.00 0.00 0.00 0.00 0.00

BOARDED LIFTS

&

0 0.0% 0.0% 0.0% 0.0% 0.0%

0

0 0.00

0 0 0 0.0 0 0.0

0 0 0 0 0

0 0 0

0 0.0% 0.0%

0.0 0.0 0.0 0 0

0 LIVE LOAD

0

0.00

No. Lift

Kn/M2

0 0.0

0 0

1 SIDE

OVERALL HEIGHT

0 0

0.00

0.00

M

0 0 0 0.00 0

2 SIDES 0 Offshore, 3 Course Rails 0

0

0.75 1.5

MAX. LIFT HEIGHT

2

SEE

0.00

3

NOTE

M 0

CONCEPTUAL SKETCH OF INDEPENDENT SCAFFOLD Not To Scale OVERALL LENGTH 0.00 M

MAX. BAY LENGTH WIDTH 0.00

0.00 M

M

0

0 0 0 0.00 0.00 1 Off Bay @ Suggested Bay Length & No. 0.00 1 Off Bays @

NOTE : 2 x Inter. Transoms @ Max.Centres MATERIAL TAKE-OFF #DIV/0! 0 0 0

#DIV/0! #DIV/0! 0 0 3.0 M 0 #DIV/0! #DIV/0!

0

0.00 M #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0!

#DIV/0! #DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! #DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

Programmed By Bill Abbott, RBG Scaffold Design Engineer

#DIV/0! #DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! #DIV/0! 0 0

#DIV/0! #DIV/0! 0 0

#DIV/0! #DIV/0!

0 M M

0 0

0 0 #DIV/0! #DIV/0!

0 0

0

0 0 0

0.0 0

0 0.0 0

Page 1 of 9

RBG Ltd

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

0 Aluminium Beams : Additional Beams :

REQUEST BY : 0 SCAFFOLD LOCATION : SCAFFOLD DETAILS OVERALL HEIGHT : OVERALL LENGTH : OVERALL WIDTH : MAX. LIFT HEIGHT : BAY WIDTH(Max.2.349M): BOARDED LIFTS : MAX. WORKING LIFTS : LIVE-LOAD : 0 0 MAX.BAY LENGTH :

0.00 8

0.0 0.00 0.00 0.00 0.000 0.00 0.00 0.00

M M M M

0.00

M, As Calcs

Off Off Kn/M2

0.0 0.0

SCAFFOLD NO. :0 0.0 Total M 0 0.0 Total M

M x No. : M x No. :

Sheeting : 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : 0 INCREASED DIFFICULTY % : 0 INCREASED MAT'L FACTOR % : NO. x WORKING HRS/DAY :

0 0 0 0 0 0 0.00 0 0.0 0 0

M

501367214.xls

0 0 0 0 0 0 0

0

8.00

0.0 0 0 0% 0% 0

0

0

0 0 0 0 0 0 0.00 BOARDED LIFTS 0 No. Lift

0.00 0.00 0.00 0.00 0.00 0.00 &

0 0.0% 0.0% 0.0% 0.0% 0.0%

0

0 0.00

0 0 0 0.0 0 0.0

0 LIVE LOAD 0.00 0.0 Kn/M2

RBG 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00

0 0 0.00

0.00

0 M2 Inc.10.0% 0 Hrs Per Tonne Off Off (Req'd For Overside) ENTER % ENTER % Hrs 0 0

0 0 0 0 0

0 0 0

0 0.0% 0.0%

0.0 0.0 0.0 0

0 0 0 0 0 0 0 0.00 0 0 0

0 0

OVERALL HEIGHT 0.00 M

0.75 1.5 2 3

0

0.00 MAX.

0

LIFT HEIGHT SEE

0.00

NOTE

M 0 CONCEPTUAL SKETCH OF BIRDCAGE SCAFFOLD Not To Scale

OVERALL WIDTH 0.00 M

MAX. BAY LENGTH 0.00 M 0

MAX. BAY WIDTH 0.00 M 0

NOTE :2 x Inter. Transoms @ Max.Centres

MATERIAL TAKE-OFF #DIV/0! 0 0 #DIV/0!

OVERALL LENGTH 0.00 0.0

0.00 M

0 0 0 1 Off Bay @ Suggested Bay Length & No. 1 Off Bays @ 0 0 0 1 Off Bay @ Suggested Bay Length & No. 1 Off Bays @ #DIV/0! #DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0! 0 0 3.0 M 0 #DIV/0! #DIV/0!

#DIV/0! 0 0 0 0 #DIV/0! #DIV/0!

#DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! 0 0

Programmed By Bill Abbott, RBG Scaffold Design Engineer

#DIV/0! 0 0

#DIV/0!

0.00 0.00

M

0

0.00

M

0.00 0.00

M

0

0.00 0

M

0

0 0 #DIV/0! #DIV/0!

0 0

0

0 0 0

0.0 0

0 0.0 0

Page 2 of 9

Printed 11/30/2020

RBG Ltd.

ON / OFFSHORE : ONSHORE

LABOUR NORM :-

REQUEST BY : SCAFFOLD LOCATION : M2 Inc.10.0% SCAFFOLD DETAILS OVERALL HEIGHT : WIDTH (Max. 2.349M) : MAX. LIFT HEIGHT : BOARDED LIFTS : MAX. WORKING LIFTS : LIVE-LOAD : 0 Total No.Off MAX.BAY LENGTH : 0.00

M

M M Off Off Kn/M2 M, As Calcs

Total No.Off 0.00 0 0.00

0 0 0 0 0 0 0.00

0.00 0.00 0.00 0.00 0.00 0.0

BOARDED LIFTS 0 No. Lift

&

Onshore, 2 Course Rails 0 0.75 1.5 2 3

501367214.xls

RBG Aluminium Beams : Additional Beams :

0.0 0.0

M x No. : M x No. :

SCAFFOLD NO. :0 0.0 Total M 0.0 0.0 Total M

Sheeting : 0 0.0 0 M2 Inc.10.0% 0 OPERATIONAL DETAILS 0 0 0 1.0 Hrs Per Tonne CARRY TIME : 0 NO. x SCAFFOLDERS : 3 Off 0 No. x Safety Watch : 0 Off (Req'd For Overside) 10% ENTER % INCREASED DIFFICULTY % : 0 10% ENTER % INCREASED MAT'L FACTOR % : 0.0 0 NO. x WORKING HRS/DAY : 8 Hrs 0 0 0 0 0 0 0 0 0 0 0 RBG 0 0.00 RBG LABOUR NORMS BEING USED Erect Days 0.00 Dis'm Days 0.00 0.00 0 0 0 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0.0% 0 0 0 0.0 0.0% 0.00 0.0% 0.0 0 0 0.0 0.00 0.0% 0 0 0 0.00 0.0% 0.0 0 Shell 0 0.00 0 0.00 LIVE LOAD 0 0.00 Kn/M2 0.0 0 0 0 0 OVERALL 0 0 HEIGHT 0.00 0.00 0 M 0 0 0.00 SEE 0 0 0 0

NOTE

0 MAX. LIFT HEIGHT

0

0.00 M

WIDTH 0.00

CONCEPTUAL SKETCH OF TOWER SCAFFOLD Not To Scale

OVERALL LENGTH 0.00 M

M

NOTE : MAXIMUM TRANSOM CENTRES @ MATERIAL TAKE-OFF SCAFFOLD TUBES 0 SCAFFOLD LADDERS 0

3 Ft 4 0 0 3.0 M 1 Doubles 30

0 0 0 0 0 0 #DIV/0! #DIV/0!

0 0 0 0 0.0 0 #DIV/0! #DIV/0!

0 0 0 0 0.0 0 #DIV/0! #DIV/0!

Programmed By Bill Abbott, RBG Scaffold Design Engineer

0 0 0 0 0.0 0 #DIV/0! #DIV/0!

0 0 0 0

0 0 0 0

0 0 0 0

0.00 M 0 0

0 0

0 0 #DIV/0! #DIV/0!

0 0

0

0 0 0

0.0 0

Page 3 of 9

0 0.0 0

RBG Ltd.

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

0 Aluminium Beams : 0.0 M x No. : Additional Beams : 0.0 M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : INCREASED DIFFICULTY % : 0 INCREASED MAT'L FACTOR % : 0 NO. x WORKING HRS/DAY : 0 0 ` 0 0 0 0 0 0

REQUEST BY : 0 SCAFFOLD LOCATION : M2 Inc.10.0% SCAFFOLD DETAILS 0.0 OVERALL LENGTH : WIDTH (Max. 2.349M) : MAX. LIFT HEIGHT : 0.0 0.0 BOARDED LIFTS : 0.00 LIVE-LOAD : 0 MAX. BAY LENGTH : 0.00

0 0 0 0

M M M Off Kn/M2

0.0 0 0

M, As Calcs

501367214.xls

0 RBG

0

0.00 0.00 0.00 Mobil

0 0 0

0.00 0.00

M 0

0 0

0.00 0.00

0.0%

0 0

0.00

0

0.00

0.0%

0.0 0

SCAFFOLD NO. :0 0.0 Total M 0 0.0 Total M 0 M2 Inc.10.0% 0 0.0 Hrs Per Tonne 0 Off 0 Off (Req'd For Overside) 0% ENTER % 0% ENTER % 0 Hrs ` 0 0 0 RBG 0.00

0 0 0.00

Shell 0.00

0.00 0.0 BOARDED LIFTS & 0 No. Lift

0 0.0% 0.0%

0

0 0.00

0 0 0 0 0

0 LIVE LOAD 0.00 0.0 Kn/M2

0 0

0.0 0.0

0

0.0

0.00 0.00 Mobil

0 0.0% 0.0%

M

0

0.00 Shell 0.00 MAX. LIFT HEIGHT 0.00 M

0

NOTE OUTLINE OF ADJOINING SCAFFOLD, SEPARATE SPREADSHEET TO BE COMPILED FOR ASSOCIATED MATERIAL & MANHOURS 0 0.75 1.5 2 3

0

0.75 CONCEPTUAL SKETCH OF CANTILEVER SCAFFOLD Not To Scale

WIDTH 0.00

M

SEE NOTE

NOTE : MAXIMUM TRANSOM CENTRES @

OVERALL LENGTH 0.00 M 0

MAX. BAY LENGTH 0.00 M 0 0.00 M

0 Off Bays @ 0 0

0.00 0.00

M 0

0

0.00

0

0 0 MATERIAL TAKE-OFF 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0

0 0 0 0

0 0 0 0

0 0

0 0 0 0

0 0 0

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

Compiled By Bill Abbott, Scaffold Design Engineer, Rigblast

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0 0

0

0 0 0

0.0 0

Page 4 of 9

0 0.0 0

RBG Ltd

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

0 0

0 Aluminium Beams : 0.0 M x No. : Additional Beams : 0.0 M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME :

SCAFFOLD NO. :0 0.0 Total M 0 0.0 Total M 0 M2 Inc.10.0% 0 0.0 Hrs Per Tonne

0 0 0

0 0 0

0 0 0% 0% 0

REQUEST BY : 0 SCAFFOLD LOCATION : M2 Inc.10.0% SCAFFOLD DETAILS OVERALL DROP : 0.00 M OVERALL LENGTH : WIDTH (Max. 2.349M) : MAX. LIFT HEIGHT : BOARDED LIFTS : MAX. WORKING LIFTS :

0.00 0.0 0.0 0.0 0 0.00

RAILS : SIDES : LIVE-LOAD : 0

M M M Off Off

MAX. BAY LENGTH :

Kn/M2

0.0

0

0 0.00

NO. x SCAFFOLDERS : No. x Safety Watch : INCREASED DIFFICULTY % : INCREASED MAT'L FACTOR % : NO. x WORKING HRS/DAY : 0 0

0

0 M, As Calcs

501367214.xls

Off Off (Req'd For Overside) ENTER % ENTER % Hrs 0 0 0

0 0

0

0

0

0

0

0

0 0 0.00 0.00 0.00 Mobil

0 0 0 0

0.00 0.00

0 0.0% 0.0%

0.00 0.00

0 0

0.00 0.00

0.0% 0.0%

0 0.00

0.00 0.0

0.0%

0 0.00

Shell 0.00 0 0

0

RBG 0.00 0.00 0.00 Mobil 0.00

0 0 0.00

0

0 0.0% 0.0%

0 0 0 0

0 0

0.0 0.0

0.0 0 0 0

0

0.0

0.00 0.00

0 0

Shell 0.00

0.0 0 0

OVERALL LENGTH 0.0

0

0.00

0 0

0

OVERALL

M 1 SIDE 2 SIDES

0

DROP

0

0.00

0.00

M

0

0 0.75 1.5 2

0 0 0.00 0

0 MAX. LIFT HEIGHT 0.00

3

0.00

M

0 0

BOARDED LIFTS 0 No. Lift LIVE LOAD 0.00

SEE NOTE

Kn/M2 0.0 0

MAX. BAY LENGTH

WIDTH 0.00

0.00

M

M NOTE : MAXIMUM TRANSOM CENTRES @

0 0 0

#DIV/0! #DIV/0! 0 0 3.0 M 0 #DIV/0! #DIV/0!

0.00

#DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0!

0

0 0 0

M MATERIAL TAKE-OFF #DIV/0!

CONCEPTUAL SKETCH OF INDEPENDENT HANGER SCAFFOLD Not To Scale

#DIV/0! #DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

#DIV/0! #DIV/0! 0 0 0.0 0 #DIV/0! #DIV/0!

Compiled By Bill Abbott, Rigblast Scaffold Design Engineer

0 MATERIAL TAKE-OFF 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0.0 0 0 #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! 0

0 0

0.00 0.00

0

0.00 0

#DIV/0! #DIV/0!

0 0 0

0 0 0

0 0 0

0.0 0

0 0.0 0

Page 5 of 9

RBG Ltd

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

0 Aluminium Beams : 0.0 M x No. : Additional Beams : M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : 0 INCREASED DIFFICULTY % : 0 INCREASED MAT'L FACTOR % : NO. x WORKING HRS/DAY :

REQUEST BY : 0 SCAFFOLD LOCATION : SCAFFOLD DETAILS OVERALL DROP : OVERALL LENGTH : OVERALL WIDTH : MAX. LIFT HEIGHT : BAY WIDTH(Max.2.349M): BOARDED LIFTS : MAX. WORKING LIFTS : LIVE-LOAD : 0

0.00 0.00 0.00 0.00 0.000 0.00

M2 Inc.10.0% M M M M M Off

0.0 0.00

Off Kn/M2

0.00

M, As Calcs

0 0 0 0 0 0

SCAFFOLD NO. :0 0.0 Total M 0.0 Total M 0 M2 Inc.10.0% 0 0.0 Hrs Per Tonne Off 0 0 Off (Req'd For Overside) ENTER % 0% ENTER % 0% Hrs 0

0

0 0.0

0 MAX.BAY LENGTH :

501367214.xls

0

0

0 0

0

0 0

0

0

0

0

0

0

0 0 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00 0

0 0 0 0 0 0 0 0.00 OVERALL LENGTH

0

0.00 0.00 0.00 0.00 0.00 0.0

0 0.0% 0.0% 0.0% 0.0% 0.0%

0

0 0.00

0 0.00

0 0 0 0.0 0 0.0

M 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00

0

0 0 0 0 0

0 0 0

0 0.0% 0.0%

0.0 0.0 0.0 0 0

0

0.00

0 TUBE Wt. Of Tube

M 0

0 0

0 0.75

OVERALL DROP

0 0

0.00 M

0.00 0 0 0 0.00 0 LIFT HEIGHT 0.00

1.5 2 3

0 BOARDED LIFTS 0 No. Lift

MAX. LIFT HEIGHT

LIVE LOAD 0.00 Kn/M2 0.0 0

M

0.00

CONCEPTUAL SKETCH OF BIRDCAGE HANGER SCAFFOLD Not To Scale

0 SEE NOTE OVERALL WIDTH 0.00 M

MATERIAL TAKE-OFF #DIV/0! #DIV/0! #DIV/0! #DIV/0!

MAX. BAY LENGTH

MAX. BAY WIDTH 0.00 M

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 3.0 M 3 #DIV/0! #DIV/0!

0.00 M

0

0 NOTE : MAXIMUM TRANSOM CENTRES @ 0.00 M #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

Compiled By Bill Abbott, Rigblast Scaffold Design Engineer

0.00 Ft #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0 0 0 0.00 0.00 1 Off Bay @ Suggested Bay Length & No. 0.00 1 Off Bays @

0 M M

BAY WIDTH CONFIGURATION 0 0 0.00 1 Off Bay @ 0.00 M Suggested Bay Length & No. 0.00 M 1 Off Bays @ #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0 0

0 0 #DIV/0! #DIV/0! #DIV/0!

0 0

0

0 0 0

0.0 0

0 0.0 0

Page 6 of 9

0

RBG Ltd.

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

0 Aluminium Beams : 0.0 M x No. : Additional Beams : 0.0 M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : INCREASED DIFFICULTY % : INCREASED MAT'L FACTOR % : 0 NO. x WORKING HRS/DAY :

REQUEST BY : 0 SCAFFOLD LOCATION : SCAFFOLD DETAILS OVERALL DROP : WIDTH (Max. 2.349M) : MAX. LIFT HEIGHT : BOARDED LIFTS : MAX. WORKING LIFTS : LIVE-LOAD :

M2 Inc.10.0% M M M Off Off Kn/M2

0.0 0.0 0.0 0.0

0 0 0 0 0 0.0

0 MAX.BAY LENGTH :

0 0.00

M, As Calcs

501367214.xls

0

0

0

SCAFFOLD NO. :0 0.0 Total M 0 0.0 Total M 0 M2 Inc.10.0% 0.0

Hrs Per Tonne Off Off (Req'd For Overside) ENTER % ENTER % Hrs

0 0 0% 0% 0

0

0

0

0

0 0 0

0

0 0

0 M 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00 0.00

0 0 0 0 0 0 0 0 0.00

0.00 0.00 0.00 0.00 0.00 0.0

0 0.0% 0.0% 0.0% 0.0% 0.0%

0 0.00

0

0 0.00

0 0 0 0.0 0 0.0

M 0.00 0.00 0.00 Mobil 0.00 0.00 0.00 Shell 0.00 0.00

0

0 0 0 0 0

0 0 0

0 0.0% 0.0%

0.0 0.0 0.0 0

0

0 0

0

OVERALL HEIGHT 0.00

0

M

0.00

0 0.75 1.5 2 3

0 0 0

0 0

0 0 0 0.00 0

0

0

MAX. LIFT HEIGHT

BOARDED LIFTS 0 No. Lift LIVE LOAD

0.00 M

0.00 Kn/M2 0.0 0

0

0

OVERALL LENGTH

OVERALL WIDTH 0.00

MAX.

0.00 M

M

0

SEE CONCEPTUAL SKETCH OF TOWER SCAFFOLD Not To Scale

NOTE NOTE : MAXIMUM TRANSOM CENTRES @ MATERIAL TAKE-OFF SCAFFOLD TUBES 0 SCAFFOLD LADDERS #DIV/0!

4 Ft 6 0 0 21 Ft 1 #DIV/0! #DIV/0!

0 0 0 0

0.00 M 3 Ft 4 0 0 0.0 0 #DIV/0! #DIV/0!

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0

0 0

0 0 #DIV/0! #DIV/0!

#DIV/0! #DIV/0!

Compiled by Bill Abbott, Rigblast Scaffold Design Engineer

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0 0

0

0 0 0

0 0

0 0 0

Page 7 of 9

RBG Ltd

Printed 11/30/2020 ON / OFFSHORE : 0

LABOUR NORM :-

REQUEST BY : 0 SCAFFOLD LOCATION : SCAFFOLD DETAILS M2 Inc.10.0% 0.0 OVERALL LENGTH : WIDTH (Max. 2.349M) : MAX. LIFT HEIGHT : 0.0 BOARDED LIFTS : 0.0 0.00 LIVE-LOAD : 0 MAX.BAY LENGTH :0.00

0 0 0 0

M 0 M Off Kn/M2

0.0 0 0

M, As Calcs

0 RBG 0.0 0.0 0 0.00 0 Mobil 0 0 0 0 0 0.00 0 Shell 0.00 0.00 NOTE OUTLINE OF ADJOINING SCAFFOLD, SEPARATE SPREADSHEET TO BE COMPILED FOR ASSOCIATED MATERIAL & MANHOURS 0 0.75 1.5 2 3

0.00 0.00 0.00 0.00 0.00 0.0

0 0.0% 0.0% 0.0% 0.0%

501367214.xls

0 Aluminium Beams : 0.0 M x No. : Additional Beams : 0.0 M x No. : Sheeting : 0 0.0 0 OPERATIONAL DETAILS 0 0 CARRY TIME : 0 NO. x SCAFFOLDERS : 0 No. x Safety Watch : INCREASED DIFFICULTY % : 0 INCREASED MAT'L FACTOR % : 0 NO. x WORKING HRS/DAY : 0 0 0 0 0 0 0 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0

SCAFFOLD NO. :0 0.0 Total M 0 0.0 Total M 0 M2 Inc.10.0% 0 0.0 Hrs Per Tonne 0 Off 0 Off (Req'd For Overside) 0% ENTER % 0% ENTER % 0 Hrs 0 0 0 0 RBG 0.0 0.0 0.00 Mobil

0 0.00 0 0.0% 0.0%

0.0 0.0 0.0

0.00 Shell 0.00 CONCEPTUAL SKETCH OF SCAFFOLDING Not To Scale

0

MAX. LIFT HEIGHT 0.00 M 0.0 0.0 0

BOARDED LIFTS CONCEPTUAL SKETCH OF CANTILEVER HANGER SCAFFOLD Not To Scale

& LIVE LOAD

0

0.00

No. Lift

Kn/M2 0.0 0

SEE NOTE

0

WIDTH 0.00

NOTE : MAXIMUM TRANSOM CENTRES @ MATERIAL TAKE-OFF #DIV/0! #DIV/0! #DIV/0! 0 0 0

MAX. BAY LENGTH 0.0 0.00 M

0

0.00 M #DIV/0! #DIV/0! 0 0

0.00 Ft #DIV/0! #DIV/0! 0 0

0.00 #DIV/0! #DIV/0! 0 0

#DIV/0! #DIV/0! 0 0

OVERALL LENGTH 0.00 0.0 M 0 Off Bays @ 0 0 0 0 0

#DIV/0! #DIV/0! 0 0

#DIV/0! #DIV/0! 0 0

#DIV/0! #DIV/0!

0.00 0.00

M 0

0.00

0

0 0

0 0 0

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0 0

0

0 0 0

0 0

Page 8 of 9

0 0 0

RBG NORMS

NOTE :- OFFSHORE @ 3 Man Shift (12 Hr Shift) & ONSHORE @ 3 Man Shift (8 Hr Shift)

INCREASE DECREASE

VARIATION %:-

0%

0

0

: INCREASE/DECREASE Offshore Shift Shown

ERECTION Erection of Boards Erection of Boards 12.6 M/Hr 10.0 M2/Hr

Erection of Tube 1200 Ft / 3 Man Shift (12 Hr Shift) 240 No x 13Ft Boards / 3 Man Shift (12 Hr Shift) 300 No x 13Ft Boards / 3 Man Shift (12 Hr Shift) Erection of Beams 18.3 M/Hr Erection of Netting 18.3 M2/Hr

Independent & Tower Dismantling of Boards Birdcage Dismantling of Boards Dismantling of Ladders 12.6 M/Hr Dismantling of Tarpaulins 20.0 M2/Hr

Offshore Shift Shown Dismantling of Tube 2400 Ft / 3 Man Shift (12 Hr Shift) 240 No x 13Ft Boards / 3 Man Shift (12 Hr Shift) 300 No x 13Ft Boards / 3 Man Shift (12 Hr Shift) Dismantling of Beams 18.3 M/Hr Dismantling of Netting 36.6 M2/Hr

Independent & Tower Birdcage Erection of Ladders Erection of Tarpaulins

DISMANTLING

MOBIL NORMS Independent Birdcage Tower Cantilever Suspended Additional Boards Pole Ladder Sheeting

Deck Hanger Deck Hanger Deck Hanger Deck Hanger Deck Hanger Deck Hanger Deck Hanger Deck Hanger

SHELL NORMS Independent Birdcage Tower Cantilever Suspended

Deck Hanger Deck Hanger Deck Hanger Deck Hanger Deck Hanger

Dismantle 0.61 1.05 0.18 0.25 0.42 0.8 0.46 0.91 0.46 0.95 0.1 0.27 0.24 0.49 0.14 0.25 2.0 Kn/M2 : General Purpose Tube Volume Boarded Lift Complete (Erect & Dism) Complete 0.71 1.31

33.3 Ft/Hr 86.7 Ft/Hr 108.3 Ft/Hr

66.7 Ft/Hr 86.7 Ft/Hr 108.3 Ft/Hr

Erect 1.18 1.57 0.31 0.37 0.81 1.19 0.89 1.35 0.94 1.43 0.17 0.27 0.47 0.74 0.26 0.38

Sheeting Complete 0.15

2.5 Kn/M2 : Heavy Duty Tube Volume Boarded Lift Complete (Erect & Dism) Complete 0.73 1.32

Sheeting Complete 0.15

Ladder Beam Complete 0.56

0.24

1.01

0.14

0.26

1.05

0.14

0.56

0.80

2.06

0.18

0.83

2.16

0.18

0.56

1.13

2.02

0.18

1.16

2.04

0.18

0.56

0.69

0.93

0.20

0.84

1.1

0.23

0.56