{"id":11898,"date":"2022-02-03T12:26:35","date_gmt":"2022-02-03T04:26:35","guid":{"rendered":"https:\/\/www.qualityengineersguide.com\/?p=11898"},"modified":"2022-02-03T12:26:35","modified_gmt":"2022-02-03T04:26:35","slug":"method-statement-for-shoring-wall","status":"publish","type":"post","link":"https:\/\/www.qualityengineersguide.com\/method-statement-for-shoring-wall","title":{"rendered":"Method Statement for Shoring Wall Block Work"},"content":{"rendered":"

1. Title<\/h2>\n

Method Statement for Shoring<\/a> Wall Blockwork<\/h3>\n

2. Scope of Work<\/h2>\n

2.1 General Description<\/h4>\n

2.2 The purpose of this method statement for shoring<\/a> wall<\/a> block work is to describe and cover the
\nmeasures and ways of shoring wall blockwork. The work shall include working area preparation precautionary measures application & finishing.<\/p>\n

\"methodstatementforshoringwallblockwork\"<\/p>\n

2.3 Equipment\/Tools<\/h4>\n

A. Heavy Equipment
\n\uf0b7 Mechanical Mixer
\n\uf0b7 JCB\/Bobcat<\/p>\n

B. Activity Equipment
\n\uf0b7 Aluminum straight edge\/Level guide
\n\uf0b7 Plumb bob\/Spirit level
\n\uf0b7 Metal tape
\n\uf0b7 Wheel borrow
\n\uf0b7 Shovel
\n\uf0b7 Hammer\/rubber hammer<\/p>\n

2.4 Materials\/Reference<\/h4>\n

2.4.1 Materials
\n\uf0b7 Hollow block\/Concrete Masonry Unit<\/a> (CMU)
\n\uf0b7 Mortar<\/a> sand and cement<\/p>\n

2.4.2 Reference
\n\uf0b7 Specification
\n\uf0b7 Drawing (See QA\/QC table below)<\/p>\n

2.5 Site Planning and Preparation<\/h4>\n

2.5.1 Material Delivery
\nThe blocks will be delivered via truck or mini truck depending on the volume requirement on site.<\/p>\n

2.5.2 Storage
\nThe blocks will be stored in the storage yard. It will only be delivered to the site a few days before commencing. It will be placed on a wooden batten or palette to avoid contact on the ground.<\/p>\n

2.5.3 Material Check<\/p>\n

The blocks when arrived will be checked by a QA\/QC Engineer before unloading to the store yard. The delivery note will be taken by QA\/QC Engineer to check and make sure that it is as per the approved material submittal.<\/p>\n

2.6 Work Methodology for the Method Statement for Shoring<\/a> Wall<\/a> Blockwork<\/h4>\n

2.6.1 Area below shoring wall (thickening) to be prepared and cast with 25N\/mm2 PCC blinding up to the given levels.<\/p>\n

2.6.2 The first course should be laid as per the engineer’s drawings. Work should be submitted to the engineer by inspection request before establishing with the second course. If 200mm blockwork or CMU<\/a> is not possible according to site condition, a 150mm block wall will be provided.<\/p>\n

2.6.3 The mortar<\/a> shall be of cement\/sand 1:4 by volume. Measurement boxes to be used to controlling of the mix volume. Water shall be added.<\/p>\n

2.6.4 All Blocks shall be wetted by water before being used.<\/p>\n

2.6.5 Blockwork shall be carried up in a uniform manner not more than 6 courses in a day.<\/p>\n

2.6.6 All Blockwork or CMU<\/a> shall be plumbed vertically. Joints at the block wall face should be flush to receive a waterproofing system and inspected as per the attached form.<\/p>\n

2.6.7 A Reinforced concrete Bond column (Stiffener) having a width of 20cm and depth equal to the wall thickness reinforced with 4 T10 & T8 @ 20cm stirrups, shall be provided in all Blockwork walls at a span of 8 meters if the block wall is 20 and 6 meter if block wall is 150mm.<\/p>\n

2.6.8 Anti-termite will be sprayed to the top of the backfilling every 120 cm as per the attachment requirement of an anti-termite subcontractor, protection measures will be taken to prevent anti-termite from damages if not covered with blockwork.<\/p>\n

2.6.9 Inspection request to be submitted along with checklist after completing the bock wall.<\/p>\n

2.6.10 Block wall face finishing will be done according to the waterproofing subcontractor requirements for acceptance.<\/p>\n

2.6.11 All block surfaces shall be cured for a period of 3 days.<\/p>\n

2.6.12 Once the raft slab in cast wailers will be removed by D.F including
\nany protection.<\/p>\n

2.6.13 The blockwork will be built up to the finishing levels as previously
\ndescribed.<\/p>\n

2.6.14 For the higher courses a mobile scaffold will be used.<\/p>\n

2.7 Safety<\/h4>\n

2.7.1 All operatives shall be given safety induction training by the safety
\nthe officer before starting work.<\/p>\n

2.7.2 Care should be taken in the handling of materials during loading & unloading & shifting to the working area.<\/p>\n

2.7.3 Proper lighting to be provided as required on site.<\/p>\n

2.7.4 Necessary PPE to be used by all operatives.<\/p>\n

2.7.5 Secure & good quality Scaffolding to be provided.<\/p>\n

2.7.6 Secure access to be provided for concreting on Site (i.e. ladders &
\nplatforms).<\/p>\n

2.8 Safety Roles and Responsibility<\/h4>\n

2.8.1 HSE officer will be involved in all safety measures related to [Company] scope of works. An environmental officer is checking for oil spills and housekeeping.<\/p>\n

2.9 Organization, Responsibilities, and Supervision.<\/h4>\n

Related Article:<\/p>\n

    \n
  1. Method Statement for Constructing Ground Beams<\/a><\/li>\n
  2. Method Statement for Installation of Kerbstone and Interlock Tiles<\/a><\/li>\n
  3. How To Make A Good Method Statement<\/a><\/li>\n<\/ol>\n

    2.9.1 Project Manager<\/p>\n

    \uf0b7 Is overall responsible for the implementation of the approved method statement, specifications, drawings, and
    \nensure that his team of Engineers and foremen are aware of
    \nit; all resources, humans, materials, and equipment are
    \navailable to carry out the work as planned without any delay.<\/p>\n

    2.9.2 QA\/QC Manager
    \n\uf0b7 Improving quality assurance processes and practices. Involved in the recruitment and mentoring of QA\/QC
    \nEngineers.
    \n\uf0b7 Developing and driving continuous improvement initiatives.
    \nAnd overseeing and coordinating the investigation of Customer Complaints and Non-conformities.
    \n\uf0b7 Investigating incidences of staff non-compliance with procedures. And Carrying out a routine sampling of products
    \nproduced. Writing up Quality Assurance manuals.
    \n\uf0b7 Preparing for third-party and internal audits.
    \n\uf0b7 Ensuring that internal and external audits are properly carried out.<\/p>\n

    Did you follow the above Method Statement for Shoring<\/a> Wall blockwork? Comment down if you do.<\/p>\n","protected":false},"excerpt":{"rendered":"

    1. Title Method Statement for Shoring Wall Blockwork 2. Scope of Work 2.1 General Description 2.2 The purpose of this method statement for shoring wall block work is to describe and cover the measures and ways of shoring wall blockwork. The work shall include working area preparation precautionary measures application & finishing. 2.3 Equipment\/Tools A. Heavy Equipment \uf0b7 Mechanical Mixer \uf0b7 JCB\/Bobcat B. Activity Equipment \uf0b7 Aluminum straight edge\/Level guide \uf0b7 Plumb bob\/Spirit level \uf0b7 Metal tape \uf0b7 Wheel borrow \uf0b7 Shovel \uf0b7 Hammer\/rubber hammer 2.4 Materials\/Reference 2.4.1 Materials \uf0b7 Hollow block\/Concrete Masonry Unit (CMU) \uf0b7 Mortar sand and cement <\/p>\n","protected":false},"author":1,"featured_media":11901,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[7],"tags":[],"class_list":{"0":"post-11898","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","7":"category-method-statement-civil","8":"has_thumb"},"amp_enabled":true,"_links":{"self":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts\/11898","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/comments?post=11898"}],"version-history":[{"count":0,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts\/11898\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/media\/11901"}],"wp:attachment":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/media?parent=11898"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/categories?post=11898"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/tags?post=11898"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}