7/27/2019 Method Statement for BR445 Lifting Plan

1/28

METHOD STATEMENT

METHOD STATEMENT FOR THE Land INSTALLATION OF PRECAST C

GIRDERS for THE HARAMAIN HIGHRAILWAY

7/27/2019 Method Statement for BR445 Lifting Plan

2/28

METHOD STATEMENT

1. PURPOSE & SCOPE

a. To provide guidelines for the lifting and installation of PRECAST CHaramain High Speed Railway.

b. The lifting and installation of the precast concrete girders shall bepractices observed on previous successful lifting operation andinternational safety standards.

c. This Method Statement is not strict in nature. Modifications, changmade as determined by real time site conditions and provided withpersonnel.

2. SAFETY REQUIREMENTS

2.1 General

2.1.1 Obtain approval in all work permits, lift-site closures, inspections and Raji Construction and client (if applicable) and other concernedproceeding to any lifting activity.

2.1.2 Conduct pre-lift safety meetings to the lifting crew and all concernesequence of work, as well as all safety matters shall be discussed tincidents.

2.1.3 Site shall be made ready to accommodate the lifting and installation op

2.1.4 Tools and equipments shall be made ready, available and in good ocontinuity of work.

2.1.5 Proper protective equipment shall be made available for use by all pesuch as hardhats, safety glasses, hand gloves and others.

2.1.6 Safety officer shall be present at the entire activity. He shall implsurveillance to help and protect workers against exposure to safety hequipments and monitor that procedures are according to the approved

2.1.7 First aider and first aid kit shall be available at the site; a standby vpurpose of transporting injured personnel shall be stationed at the site t

2.1.8 Valid third party inspection and certification of crane shall be condcertificate shall be made available with the crane. Crane lift shall never exceeding 30km/hour.

2 1 9 Crane operator and Riggers must be dul certified b an appro ed th

7/27/2019 Method Statement for BR445 Lifting Plan

3/28

METHOD STATEMENT

4. PROCEDURES / EXECUTION

4.1 Preparatory Works

4.1.1 Project Management to ensure lifting and installation of precast concrAl-Raji Construction and client (if applicable) and other involved departm

4.1.2 Area for installation work shall be ready and clear from disturbances. Gbe capable of supporting the weight of the crane and load. If necessashoring of the excavation walls shall be done. Construction team to ens

4.1.3 Access, passage way, materials, tools and equipments required shaensure continuity of work.

4.1.4 Work permit if any is required for the lifting and installation work mustsite.

4.1.5 Direct work supervisor/Construction Manager shall be present on the lif

4.2 Lifting and Transfer of Precast Concrete Girders.

a. Crane operation shall be prepared and finalized by the certified Riggwith the Crane Operator and direct work supervisor/Construction Manag

b. All materials, equipments and personnel must be ready at the site Crane positioned at the pre-determined location (see drawing), inspecleveled and barricaded. Wire ropes, shackles, taglines, ladders accounrigging crew briefed on the procedure and sequence and wearinengineers and other involved personnel must be present.

c. Lifting wire ropes shall be rigged on the precast concrete girders on thtwo-leg double bridle hitch. Tag line shall be tied to each end of the gisuspended and shifted to its location.

d. Direct work supervisor shall ensure that lifting procedure is accordstatement and precast concrete girders are installed according to theDrawings).

e. At the direction of the Rigger manning the operation, precast concreground, no more than 50 cm and will be suspended for at least 2

ascertain that load weight is as stated on the plan, crane mechanical cocapacity is according to plan. Rigging crew and direct work supervisorigging hardware for any manifestation of fault or failure.

f. If all conditions are fit for lift, crane will swing precast concrete girderslocation. Load will be kept to as low as possible, in no way will any wounder a suspended load. Once the desired location is ascertained, plowered to support pads

7/27/2019 Method Statement for BR445 Lifting Plan

4/28

METHOD STATEMENT

area by the construction team, load weight and weight of crane muscompaction.

b. Lifting wire ropes shall be rigged on the precast concrete girders on thtwo-leg double bridle hitch. Tag line shall be tied to each end of the gisuspended and maneuvered to its columns.

c. At the direction of the Rigger manning the operation, precast concreground, no more than 50 cm and will be suspended for at least 2 ascertain that load weight is as stated on the plan, crane mechanical co

capacity is according to plan and ground condition is fit for a lift. supervisor shall check crane, ground, load and rigging hardware forfailure.

d. If all conditions are fit for lift, crane will lift precast concrete girder to theto installation location. Load will be kept to as low as possible, in no waywork or go under a suspended load. Once the desired location is ascerwill be lowered to its bearing pads.

e. Crane shall reposition to lift and install/ erect remaining girder.

A total of 80 precast concrete girders will be lifted, transferred and installedlifting operation shall be a continuous activity during the duration of the proje

This lift plan shall cover the precast concrete girder lifting operations withLifting operation for the precast girders is considered as BLANKET LIFT (are identical, yet performed on different dates and with minor lifting chaneffect on the lift plan configuration.

(see drawings and critical lift plan)Note: Lift plan attached is based on the highest point of pier columns. Rashall be kept at equal to or less than nine (9) meters.

4.4 Responsibilities

a. Project Manager

Shall ensure that all required and qualified personnel arequipment are available for the lifting operation.

First aid and designated emergency vehicle available on site a

Shall ensure that lifting operation is coordinated with Al-Raji applicable) and approval is secured from all concerned person

b. Construction Manager

Shall ensure that lifting area is fit for the operation; ground cd i t t i t d d tifi d d

7/27/2019 Method Statement for BR445 Lifting Plan

5/28

METHOD STATEMENT

Shall be responsible for the safe conduct of the lifting and shaof the personnel involved in the operation.

d. Safety Personnel

Shall ensure that safety is of top priority. He shall ensure thaand safety procedures are followed and lifting operation is acc

Shall conduct safety pre-lift meetings to discuss precautmethods, previous lift lessons learned and emergency respons

e. Riggers/ Crane Operator

Shall be responsible for the entire lifting operation and shaproceed or stop the operation.

f. Employees/ Workers

Are responsible for their own safety and for the safety of theirthat provided PPEs are properly used, no safety equipment is

the safety rules and standards applicable to the operation.

ALL EMPLOYEES HAVE THE RIGHT TO STOP WORHAZARDS OR UNSAFE CONDITIONS OR UNSAFE WORK

shall commence or resume unless all hazards are eliminated reasonably practicable.

-END-

7/27/2019 Method Statement for BR445 Lifting Plan

6/28

LIFT PLAN

Organization Name: SHADE CORPORATION LTD.

Project No. PO 199Facility: Haramain High Speed

Railway

Work Permit Required: YES

Specific Work Location: HaramRoad, M

A. Load Description B. Load Handling DevicesPre cast, Pre-stressed Concrete

Girders 145,000kg

Load Handling

Boom Attachment

Swing-Away Jib

Other Jibs

Hook Block (Main)

Auxiliary Boom Head

Headache Ball

Spreader Beam

Slings, Shackles, etc.

Stowed

C. Crane InformationInspection Sticker: YES

Inspection Expiry Date:

Crane Model: 272 MT Clark Lima

Crane Type: Mounted Lattice

Boom

Crane Rated capacity: 272,000kg

Single Line Pull Capacity: 18,144 kgNumber of Parts Line: 10

Total Gross Capacity: 217,725

Weight of Load Lifting Device (Section B) + Weight of Load to be Lifted (Section A)

= Total Gross Weight (Section A+B)

D. Crane Configuration E. RiggingBoom Length: 39.10 meters

Boom Angle: 79.80

Counter Weight: FIXED

Operating Radius: 9.10 meters

Boom Tip Height: 41.50 meters

Lift Quadrant: Rear

Hitch Arrangement: TWO

Sling Type: WIRE

Sling Size: 2Sling Length: 25.0

Shackle Size/ Capacity: 3/8

Capacity of Above Configuration: 340,0

F. Crane Capacity in this Configuration G. Total Gross Weight175,000 kg 84.

H. Surface RequirementsGround Compaction: yes compaction to be determined by the Constru

Ground Leveling: yes if possible to +- 2%

Excavation Control: yes backfill and compact

Outrigger Mats: yes steel plate matting no less than 1.20m X 1.20

I. Wind Speed Shall not Exceed:30km/hour

J. Energized Power K Lifting Operation at Night: To be L Safety Instructions

7/27/2019 Method Statement for BR445 Lifting Plan

7/28

7/27/2019 Method Statement for BR445 Lifting Plan

8/28

7/27/2019 Method Statement for BR445 Lifting Plan

9/28

7/27/2019 Method Statement for BR445 Lifting Plan

10/28

7/27/2019 Method Statement for BR445 Lifting Plan

11/28

7/27/2019 Method Statement for BR445 Lifting Plan

12/28

7/27/2019 Method Statement for BR445 Lifting Plan

13/28

7/27/2019 Method Statement for BR445 Lifting Plan

14/28

7/27/2019 Method Statement for BR445 Lifting Plan

15/28

7/27/2019 Method Statement for BR445 Lifting Plan

16/28

7/27/2019 Method Statement for BR445 Lifting Plan

17/28

7/27/2019 Method Statement for BR445 Lifting Plan

18/28

7/27/2019 Method Statement for BR445 Lifting Plan

19/28

7/27/2019 Method Statement for BR445 Lifting Plan

20/28

7/27/2019 Method Statement for BR445 Lifting Plan

21/28

7/27/2019 Method Statement for BR445 Lifting Plan

22/28

7/27/2019 Method Statement for BR445 Lifting Plan

23/28

7/27/2019 Method Statement for BR445 Lifting Plan

24/28

7/27/2019 Method Statement for BR445 Lifting Plan

25/28

7/27/2019 Method Statement for BR445 Lifting Plan

26/28

7/27/2019 Method Statement for BR445 Lifting Plan

27/28

7/27/2019 Method Statement for BR445 Lifting Plan

28/28