Wednesday, July 1, 2020

METHOD STATEMENT FOR GRANITE FLOOR AND GRANITE WALL TILING


Content

 


1.0           Introduction

2.1           Method of Granite Floor Tiling

2.2           Method of Granite Wall Tiling

3.0           Responsibilities

4.0           Quality Controlling & Quality Assurance

5.0           Safety


1.0 Introduction

This method statement gives a step by step procedure for Granite Tiling of Floors and Walls.

2.1  Method of Granite Floor Tiling.
  • The concrete slab surface on which the Granite are to be laid will be cleaned, wetted & mopped prior to commence the laying of Granite tiles.
  • Granite tiles will be matched & selected according to the approved Drawings.
  • Granite shall cut using diamond blade saw.
  • Before laying the Granite tiles, guiding lines (i.e. reference lines for positioning of tiles) has to be marked on concrete floor.
·         The final finish level less the thickness of the granite slab will determine the level of the mortar bed. 1:3 Cement Sand mortar will be spread over the prepared surface evenly as little more than required thickness to make bedding for Granite. The mortar will be consisting of minimum water content which necessary to achieve workability. 
·         A granite slab will be temporarily kept over the bedding and stamped well with a Wooden / Rubber Mallet to achieve the required finished level of the granite floor.
·         A spirit level will be used continuously to determine the horizontal level of each slab and to carry the level from slab to slab.
·         The temporary granite slab laid will be carefully removed from the bedding and      stacked.
  • Dry cement powder will be evenly spread on top of the stamped bed and clean water sprayed to wet the cement sand bed thoroughly.
  • The removed granite slab will be placed once again in the same position and stamped with a Wooden / Rubber Mallet to achieve the final finished level of the granite floor. If squeezed cement grout collected in the Granite tile groove will be removed & cleaned properly.
·         The newly laid floor will be protected from foot traffic for minimum 24 hours.
  • Grouting of joints will be done soon after. The grooves between Granite tiles then will be finished with the approved tile grout and entire surface will be cleaned with damped cloth before hardening any excess tile grout over the Granite surface. This method will be repeated until the entire floor is completed.
  • Cement mortar will be spread, tamped and leveled properly using Aluminum level bars reference to the level pegs on floor.
  • Over the wet cement mortar bedding cement will be spread just before placing the Granite tile.
  • The Granite tiles will be fixed over the bedding one after another according to the base tile lines, each tile will be gently tamped with rubber mallet.
  • Move the tile slightly in all directions to ensure the bond. Once it is satisfied with the bond, move the Granite tile to its final position. Repeat the process for each tile.
  • Tile grout will be properly mixed with water as per manufacturer’s instructions. The tile grouts will be spread over the surface with a grout float (i.e. Flexible Rubber Pad). During the application of grout, the grout float shall be held at a 45-degree angle to the floor or wall, pushing the grout securely into the gaps. Scrape the flat edge of the grout across the tile surfaces to remove residual grout and entire surface shall be cleaned off with damped cloth before hardening any excess tile grout over the Granite surface.

  • Leave the floor for 2-3 days to seal the grout with appropriate grout sealer as specified by the manufacture which shall resistant to water, oil and stains.
  • During the fixing of Granite tiles, a straight edge (normally 100mm x 25mm Aluminum hollow bar) shall be used to check the evenness of the tile surface and plumb bob shall be used to check the verticality.

2.2  Method of Granite Wall Tiling
·         The structure will be thoroughly cleaned.
·         Granite tiles will be matched & selected according to the approved Drawings.
·         The stainless steel 25mm wide strip (gauge 22) will be slide into the slit in the granite tile with Epoxy adhesive.
·         Surface alignment will be set out using Horizontal & Vertical strings at regular intervals. The top level of the bottom row of Granite tiles will be established by a string.
·         The Bottom row of tiles will be placed on the finish floor using 1 : 3 cement and sand mixture and compacted with a rubber hammer until the required level is reached.
·         The alignment will be checked by using a spirit level.
·         All necessary holes will be drilled into the concrete or brick walls/columns at pre-marked position to receive anchors and fix the strip to the concrete or brick walls/columns.
·         Approximately 12 hours after fixing of Granite tiles, space between Granite tile & structure will be back filled with a 1:3 Cement Sand mortar.
·         The next row will be placed and preceded with same process.
·         This procedure will be repeated until the whole cladding is completed.
·         During the fixing of Granite tiles, a straight edge (normally 100mm x 25mm Aluminum hollow bar) shall be used to check the evenness of the tile surface.
3.0 Responsibilities
             Position
                                   Responsibility
Engineer in charge
1.      Obtain approval for layout drawing and material related to tiling work.
2.      Provide all resources for Tiling Works.
3.      Controlling of Quality.
Assistant Engineer
  1. Assist to the Engineer in Charge.
  2. Keeping records of Tiling.
Construction Supervisor
1.      Assist to Assistant Engineer.
2.      Handling the Tiling gang.
Survey Helper
1.      Monitor and maintaining all survey works related to Tiling Works.
Safety Officer
  1. Monitor Safety and Health in the working area.


4.0  Quality Controlling & Quality Assurance
·         Experienced supervisory staff will be employed for inspecting the work.
·         Selected skilled workers will be engaged for Tiling work.
·         Vertical & horizontal Base tile lines marked on the tile bed.
·         Area of work in progress will be barricaded to avoid entering outsiders.

5.0  Safety

  • Working platforms with hand rails and cat walk ladders will be fixed to   access and work at higher levels.
·         Workers will be provided with safety helmets & hand gloves.
  • Safety belts will be provided for all employees who work at higher level flat forms.

METHOD STATEMENT FOR CASTING OF WHEEL STOPPER


TABLE OF CONTENTS

1.0       INTRODUCTION                                                                                            
2. 0      PURPOSE                                                                                                        
3.0       REFERENCES                                                                                                 
4.0       RESOURCES                                                                                                   
5.0       METHODOLOGY                                                                                           
5.1  FLOWCHART FOR CASTING WHEEL STOPPER                                                           
5.2     REINFORCEMENT                                                                                                                  
5.3   FORMWORK                                                                                                                              
5.3     CONCRETE PLACING, COMPACTION AND FINISHING                                             
5.4     CONCRETE MIX PROPTION                                                                                
6.0       RESPONSIBILITIES                                                                                        
7.0       QUALITY ASSURANCE / INSPECTIONS AND TESTING                            
8.0       SAFETY PLAN                                                                                               

METHOD STATEMENT FOR CASTING OF WHEEL STOPPER
1.0    INTRODUCTION
WPC Office complex is a sixteen storied building with total floor area is about 40,000sq.m including basement, ground floor and level 01 for parking area, eleven no’s of office floors and council chamber at the 13thfloor level.

2.0    PURPOSE
The purpose of this method statement is to describe the process of casting wheel stoppers of parking floors in compliance with all the required specifications, standards and proper construction procedures.

3.0    REFERENCES
 Structural Construction Drawings
Approved Shop Drawings
Chemical Anchoring Technical detail

4.0    RESOURCES

4.1    Material
Ordinary Portland Cement
Course Aggregate
Fine Aggregate
Water
Reinforcement
Approved Chemical Anchor
Wheel stopper Mould (Steel or Plywood)



4.2  Tool
Hammer Drill
Drill bits
Cleaning Brush
Porker
Level Bar

4.3    Man Power`  
In charge Engineer
Assistant Engineer
Survey Helper
Concrete Supervisor
Skilled workers
Unskilled workers
Safety officer


5.0. WORK PROCEDURE

5.2. Reinforcement
·         The rebar diameter, number, spacing is to be as per the approved drawing.  
·         Adequate concrete cover to be maintained on all rebars.
·         Rebar to be anchored to the floor slab by using chemical anchor as per the Annex A detail.
·         The line and level of rebar is to be checked prior to casting
·         Rebar and existing concrete floor will be presented for inspection
5.3. Formwork
·         The Formwork/Mould should be cleaned and clear from any deflection
·         Place Formwork/Mould and supports to its dimensions correctly and ensure that lines and levels are within the tolerances.
·         Gaps in the mould must be plugged out to minimize the possibility of grout loss during the operation.
5.4. Concrete placing, compaction and finishing
·         All surfaces shall be cleared thoroughly.
·         Appropriate arrangement and approval for pouring concrete shall be obtained from consultant.
·         Proper grade of concreting (Grade 25N/mm2) should be done by using machine mixing concrete as per the approved construction drawing and consultant requirement.
·         The compacting of concrete shall be done by mechanical vibrator.
·         Concrete cover to be maintained as per the drawing during casting operation.
·         Adequate illumination shall be provided during night concreting.
·         Great care shall be exercised during the removal of formwork/Mould.
·         Curing shall be continued for minimum of 7 days according to Project Specification.
·         Surface defects if any corrected as per the engineer instruction.

5.5  Concrete Mix Proportions

Specified Mix
Equivalent Grade
Quantities Per 50 Kg Bag
Fine Aggregates
Coarse Aggregates
Water Content (L)
01:1.5:03
25
0.053 m3
0.105 m3
22.5
1:1.5 boxes
3 boxes
Internal Dimensions of Boxes -  400mm × 350mm × 250 mm

6.0. RESPONSIBILITIES
Position
Responsibility
 Engineer in charge
1.      Get approval for Concreting
2.      Cleaning of debris in the form work.
3.      Sealing the joints of formwork to avoid the grout leaks.
4.      Curing of Concreted elements.
Concrete In charge Engineer
1.      Estimating the required Concrete volume
2.      Keeping records of concreting.
3.      Quality controlling of Concreting.
Construction Supervisor
1.      Assist to the Formwork/Rebar/Concrete In charge.
2.      Handling the Concrete gang.
Concrete Forman
Handling the Concrete gang.
Survey Helper
Maintaining the verticality and required levels of the concrete elements.
Admin Officer
Providing the welfare facilities for Concreting staff and for workers.
Safety Officer
Marinating Safety and Health in the working area.


Table 5.1 Responsibilities
7.0. QUALITY ASSURANCE / INSPECTIONS AND TESTING  

Concrete Sampling & Testing Plan
A sample for concrete shall be taken randomly where consultant instructed locations.
Concrete Test cubes (150 mm x 150mm x 150mm) shall be tested for compressive strength assessment at 7 days and 28 days (three specimens at 7 days and three specimens at 28 days) in accordance with BS 5328.
The Test Plan
6 cubes (7days 3nos, 28days 3nos)

Inspection for Construction

All kinds of inspection for construction shall be carried out by the site Engineers along with Engineers representative and QAQC Engineer of SANKEN as per the standards and specifications.

However, prior information shall be given to Consultant representative at site to proceed necessary checking’s periodically & make final comments.

Inspection and approval shall be obtained while progressing of the work without affecting to the progress of the work.

8.0  SAFETY  PLAN

Safety of the personnel and properties is to be given prime importance and all the works to be carried out without causing any accidents or property damages.
·         Adequate access and egress should be provided to the site for work
·         All workers should wear basic personnel protective equipments.
·         All the equipment, tools being used for the work should be in good working condition and maintained.
·         Adequate illumination shall be provided during night concreting.
·         First aid facilities and vehicles for emergency cases shall be available at site.


METHOD STATEMENT FOR CHEMICAL ANCHORING REBAR WITH HILTI HIT-RE 500 V3

  1.0               INTRODUCTION   1.1    Name of the project              : Proposed Car Park and Mixed development Project 1.2    ...