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Method Statement and Risk Assessment for Gherkin 30 St Marry Axe Construction Project

   

Added on  2023-06-15

17 Pages2098 Words189 Views
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Running head: ADVANCED TECHNOLOGY REPORT
Advanced Technology Report
Name of the Student
Name of the University
Author Note
Method Statement and Risk Assessment for Gherkin 30 St Marry Axe Construction Project_1

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Running head: ADVANCED TECHNOLOGY REPORT
Table of Contents
Introduction......................................................................................................................................2
Method Statement............................................................................................................................2
Risk Assessment..............................................................................................................................5
WBS.................................................................................................................................................9
Gantt Chart.....................................................................................................................................10
Network Diagram..........................................................................................................................11
Activity List and Schedule.............................................................................................................12
Conclusion.....................................................................................................................................14
Bibliography:.................................................................................................................................15
Method Statement and Risk Assessment for Gherkin 30 St Marry Axe Construction Project_2

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Running head: ADVANCED TECHNOLOGY REPORT
Introduction
The aim of this report is to demonstrate the method statement considering the aspects
related to the construction project Gherkin 30 St Marry Axe as the case study for the project.
This report explains the method statement that can be applicable for determining the safety and
feasibility of the project from the perspective of the staffs and employees rolled into the project.
This report also presents the risk assessment considering the facts that might affect the growth
and development of the project.
Method Statement
Title: Gherkin 30 St Marry Axe
Site Details
Contractor name and contact details: Skanska Construction Company, Johan
Karlstorm (CEO), Hans Biork (Chairman)
Project name and site address: Gherkin 30 St Marry Axe at St Mary Axe, London, EC3
United Kingdom
Site manager name and contact details: [please fill]
Transfer of Information from Client / Contractor to Relevant Sub-Contractor
The individual responsible for the craneage’s provision should be agreed
The contractor should concern the hazards including the airspace, power cables, railway
lines, and others and the information should be passed to the floor sub-contractor.
Method Statement and Risk Assessment for Gherkin 30 St Marry Axe Construction Project_3

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Running head: ADVANCED TECHNOLOGY REPORT
The received structure of the project should be confirmed before executing the project
from the perspective of structural stability.
Proper and effective safety equipment’s should be available at the site ensuring maximum
security to the individuals and staffs working at the project. Structural engineer should provide
the approval.
Attendances
Before the execution of the operational activities at the site, the contractor or client will
need to execute the following:
Hard Standing for the Crane, and hard access roads will be need to well maintained and
provided for the effective transport facilities. There should be enough availability of the space
for off – loading or stacking area considering a consolidation of a 12m x 8m area, capability of
holding the outrigger loads, and level hard standing as described in the lifting plan.
Availability and maintenance-working area’s perimeter scaffolding including the guardrails,
handrails, staging and platform required for the safety access and preventing the activities from
falling back.
Flooring sub – contractor should be provided with the welfare facilities in manner to make
them comfortable at the sites.
There should be an effective agreement on the provisions related to the precautions against
passive fall protective measures. This can be accomplished in an effective and efficient manner
through working platforms, safety nets, staging, air bags, crash decks, and staff landing system
including air bags.
Method Statement and Risk Assessment for Gherkin 30 St Marry Axe Construction Project_4

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