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Sunday, June 27, 2021

CHECKLIST FOR INSTALLATION OF GI CONDUITS AND ACCESSORIES

Check that the latest approved as-built / Shop Drawing is attached.

Check that the material used in the installation is in accordance with the approved material technical submittal.

Check that the conduit route is as indicated on the latest approved construction drawing.

Check that the conduit system is installed according to the type of circuit category.

Check that the installation permits easy drawing of cables.

Check that the conduits and fittings are of the size and type indicated in the drawings and manufactured per specification requirements.

Check that all field bends are free of cuts, dents, or flats.

Check that the cut ends of the conduit are reamed to remove rough edges.

Check that there are no running threads on the conduit.

Check that all joints between lengths of conduit, and between conduit couplings, fittings, and boxes, are made using approved methods.

Check that the conduit supports are approved fittings, with spacing of 1.0 meter for horizontal runs, 1.2 meters for vertical runs, and within 200 mm on either side of bends or boxes.

Check that the maximum run between two outlet boxes does not exceed 25 meters for a straight run and 10 meters for a run with one bend.

Check that the number of bends in a run of conduit between pull points does not exceed the equivalent of two quarter bends (180 degrees total), including bends located immediately at the boxes.

Check that the conduit run is square, perpendicular, parallel to, or at right angles to the wall, in accordance with acceptable practices.

Check for a minimum distance of 150 mm between the conduit run and water pipe services when installed in parallel.

Check that the conduit system is mechanically continuous and watertight after installation.

Check that the box earth terminal is available in every installed box.

Check that the boxes are properly oriented for the installation of wiring accessories.

Check that any exposed conduit threads or scratches are touched up with approved zinc paint.

Check for earthing and bonding as per the project requirements.

  

CHECKLIST FOR INSTALLATION OF NON-METALLIC CONDUIT FOR CONCRETE ENCASEMENT

Check that the latest approved as-built / Shop Drawing is attached.

Check that the material used in the installation is in accordance with the approved material technical submittal.

Check that the conduit route is as indicated on the latest approved construction drawing.

Check that the conduit system is installed according to the type of circuit category.

Check that the installation permits easy drawing of cables.

Check the alignment and rigidity of the conduit installation.

Check that the conduits and fittings are of the size and type indicated in the drawings and are manufactured in accordance with specification requirements.

Check that all field bends are free of cuts, dents, or flats.

Check that the cut ends of the conduit are reamed to remove rough edges.

Check that all joints between lengths of conduit, and between conduit couplings, fittings, and boxes, are made using approved methods.

Check that the conduit supports are spaced 1.0 meter apart for straight runs and within 200 mm on either side of bends or boxes.

Check for a minimum of 25 mm of concrete covering above the conduit to avoid cracks in the slab.

Check that the number of bends in a run of conduit between pull points does not exceed the equivalent of two quarter bends (180 degrees total), including bends located immediately at the boxes.

Check that the boxes are properly oriented for the installation of wiring accessories.

Check the installation of expansion couplers as per site requirements.

 


Saturday, June 26, 2021

VANITY COUNTER – QUALITY CONTROL CHECKLIST

Check the color of the counters and the type as per the drawings and specifications.

Check the level of the vanity counters.

Check the height of the counter from the finished floor level.

Ensure that all openings for the wash basin and penetrations for the mixer and soap dispenser are as per the drawings.

Check that the downturn (fascia) for handicapped accessibility swings properly (if any).

Check that the bottom edge of the downturn is rounded.

Check the finishing of the counter and remove any scratches or dirt.

Ensure that sharp edges are rounded off.

Raise an inspection request.

 


STRUCTURAL CONCRETE (SUBSTRUCTURE) -QUALITY CONTROL CHECKLIST

A.     FORMWORK

Ensure that the soil compaction is completed and accepted.

Check the thickness of the blinding concrete to ensure it meets the specifications.

Ensure that the waterproofing membrane and protection board are installed.

Ensure that the damp-proof course is completed as per the manufacturer’s instructions (if any).

Check that the setting out, alignment, elevation, and dimensions are as per the latest approved drawing.

Ensure that the formwork is completed as per the drawing and is stable, supported, and properly braced.

Check that the formwork release agent is applied.

Ensure that the final plumb, line, and levels are in accordance with the drawing and specifications.

B.     REINFORCEMENT

Verify that the steel bars are approved.

Ensure that the radius of curvature is checked randomly for bent bars as soon as they are received on site, or ensure that a random check is done if a steel yard is available on-site.

Check that the reinforcing bars are cut to the correct sizes, tied at the correct spacing, and placed as per the drawing.

Check that all embedded items (e.g., HD bolts, sleeves, conduits) and concrete covers are in place as per the specifications and drawing.

Check that the starter bars are in place (if any).

 


STRUCTURAL CONCRETE (SUPERSTRUCTURE) -QUALITY CONTROL CHECKLIST

FORMWORK

Check that the setting out, alignment, elevation, and dimensions are as per the latest approved drawing.

Ensure that the formwork is completed as per the drawing and is stable, supported, and properly braced.

Check that the formwork release agent is applied.

Ensure that the final plumb, line, and concrete levels are in accordance with the drawing and specifications.

Ensure that the water bar is installed as per the approved construction shop drawing.

Ensure that the construction joint hi-rib is installed in accordance with the approved drawing.

Check the vertical alignment, horizontal alignment, and final level of the concrete.

REINFORCEMENT

Verify that the steel bars are approved and that all the test certifications have been received.

Check that the reinforcement bars are cut to size, tied at the correct spacing, and placed as per the drawing and bar bending schedule.

Check that all embedded items, such as sleeves, conduits, rainwater downpipes (tested and approved), and concrete covers, are in place as per the specifications and drawing.

Check that starter bars/couplers are in place at the exact location and in the exact numbers.

PRE-POUR CHECK

Ensure that the formwork and reinforcement are accepted as per items 1 and 2.

Ensure that construction joints are prepared as per the drawing (if any).

Verify that the concrete design mix is approved.

Ensure that the area to receive concrete is clean and free from deleterious material.

Ensure that all MEP-related works are inspected and approved by the consultant (raise an inspection request separately for MEP works).

 


RETAINING WALL CONCRETE PROTECTION -QUALITY CONTROL CHECKLIST

Check that the surface of the retaining wall is ready for the application of the approved primer.

Check that the primer is applied up to the required elevation as per the approved drawing.

Ensure that the concrete chamfers are considered.

Check that the block-outs are terminated with waterproofing.

Ensure that the waterproofing membranes are installed as per the drawing.

Ensure that the protection board, as per approved materials, is applied.

Ensure that the welding connections and overlap of the waterproofing membrane are as per the manufacturer's instructions.

Ensure that the concrete protection is acceptable before backfilling.

 


PLASTER WORKS - QUALITY CONTROL CHECKLIST

Check that the block work check sheet is signed.

Verify that the mock-up area is approved by the consultant/client.

Ensure that all concrete surfaces are properly scabbled prior to plastering.

Ensure that embedded services are tested, if necessary, prior to plastering works.

Verify spot levels with mortar to maintain uniform plaster thickness before proceeding with plastering.

Ensure that all door sub-frames are fixed prior to plastering.

Verify that the plaster material and mix are approved.

Check that the mix is done using a mechanical device.

Ensure that all corners are angular and equal.

Check that all plastering accessories are installed as per the drawing and specifications.

Ensure that the application, thickness, and number of coats of plaster are as per the specifications and drawing.

Ensure that the control joints are as per the specifications and drawing (wall area not more than 13 sq. meters).

Check that the surface finish is accepted and within tolerance (3 mm in a 3-meter straight edge in any direction).

Ensure that spilled mortar is removed from the site and the area is kept tidy.

Check that moist curing is done as per the specifications and that the plaster is acceptable.

 

PAINTING - QUALITY CONTROL CHECKLIST

Ensure that the painting sample panel is approved by the consultant prior to proceeding with the work on-site.

Ensure that the approved materials, as per the specification, are used on-site and verified.

Check that the painting system is in accordance with the specification.

Ensure that the materials and color chart for the different areas/items are approved by the consultant/client.

Check that the surface is ready for painting, which includes ensuring that all cement work in the area is completed, and that cracks and other imperfections are rectified.

Check that the surface preparations are done in accordance with the manufacturer’s instructions and specifications.

Verify that the rendered/plastered surface is completely dry prior to the application of painting works.

Ensure that the surrounding area is protected from paint spillage.

Ensure that items like switches, sockets, etc., are protected to a satisfactory level.

Check the mixing of paint as per the manufacturer’s instructions.

Ensure that the primer, stucco, and the number of coats of paint applied are correct, with the specified interval of time between applications.

Check that the wet film thickness is as specified.

Check that the method of application is correct as per the specification.

Ensure that the painted area is cleaned.

Ensure that the finish of the paint is acceptable.

Ensure that the painted area is protected against damage.

 


MANHOLE CONSTRUCTION -QUALITY CONTROL CHECKLIST

Verify the setting out with the latest revised approved drawing/survey report.

Check that the excavation is completed as per the drawing.

Check that the concrete blinding thickness is completed after satisfactory compaction.

Ensure that 3 coats of modified bitumen and one layer of polythene sheet are applied on the blinding as per the manufacturer's instructions.

Check that the formwork is completed and all inserts, pipe sleeves, and embedded items (including the sump pit) are fixed as per the drawing.

Check that the reinforcement is cut, bent, and tied as per the drawing and schedule. Ensure that the radius of curvature is checked randomly for bent bars.

Ensure that the approved concrete design mix is poured and properly consolidated.

Ensure that the formwork is removed after the concrete attains sufficient strength.

Ensure that the curing compound is applied as per the manufacturer's instructions.

Check that the inlets and outlets are grouted around the inserts.

Check that the internal surfaces are finished smoothly as required.

Check that the external waterproofing is done as per the specification or approved drawing.

 


INSTALLATION OF CERAMIC TILES - QUALITY CONTROL CHECKLIST

Check and verify that the latest drawing and tile installation pattern are approved.

Verify that the ceramic tiles, mortar mix, and grout material are approved, and that the same quality is used on-site.

Ensure that the mock-ups are approved by the consultant/client.

Ensure that the floor screed or wall plaster (if any) is in good condition and within the specified tolerances.

Check the alignment, setting out, floor level, and/or wall plumbness before installing the tiles.

Ensure that the floor/wall area is oil-free, clean, and dampened to receive the mortar mix, and dry to receive the adhesive.

In wet areas, check that the approved waterproofing is completed as per the manufacturer’s instructions and tested for leakage (raise an inspection request).

Verify that the application of the mortar mix to the floor and adhesive to the wall is done in accordance with the manufacturer’s instructions.

Check that the ceramic tiles are installed according to the drawing pattern and the manufacturer’s instructions (ensure that the back of the tiles receives the correct adhesive coverage to prevent hollow tiles).

Ensure that all corners are properly terminated with approved corner beads.

Ensure that all services are pressure-tested and accepted.

Verify the square corners at the wall/floor tile termination area.

Ensure that the grouting is done according to the manufacturer’s instructions.

Ensure that the ceramic tile surface is accepted.

Ensure that the completed tile area is protected from traffic.

 


INSTALLATION OF CARPET TILES - QUALITY CONTROL CHECKLIST

Check and verify that the latest drawing is approved.

Ensure that the carpet/carpet tiles and adhesives are approved, and that the same quality is used on-site.

Ensure that the floor area is moisture-free and dry to receive the carpet.

Ensure that the floor is broom/vacuum cleaned before the adhesive is applied.

Verify that the application of adhesive/subfloor primer is done in accordance with the manufacturer’s instructions.

Check that the carpet/carpet tiles are installed as per the drawing and the manufacturer’s instructions.

Ensure that the carpet/tile surfaces are cleaned of dust, protruding yarns, and visible adhesives.

Ensure that the final inspection is completed and accepted.

 


GROUTING -QUALITY CONTROL CHECKLIST

Check that the area is ready to receive the grouting.

Ensure that the structural column erection is complete, checked for alignment, plumb, and elevation, and accepted for grouting.

Check that the concrete foundation top is cleaned of dirt, laitance, oil, and grease.

Ensure that the anchor bolt boxes and sleeves are cleaned of all polystyrene and other deleterious materials.

Ensure that the grouting material used is approved by the consultant/client.

Check that the grouting material is mixed according to the manufacturer’s instructions and by mechanical means.

Ensure that the surface of the concrete is thoroughly wetted and that no excess water remains on the surface or in the pockets prior to grouting.

Ensure that the grouting is placed first in anchor bolt boxes/sleeves and then below the base plate, as per the manufacturer’s instructions.

Check that the grouting is done as per the specifications and drawing.

Ensure that curing is done on the exposed surface as per the manufacturer’s instructions.

 


GRANITE & MARBLE TILES - QUALITY CONTROL CHECKLIST

Check and verify that the latest drawing and tile installation pattern are approved.

Verify that the granite and marble tiles, mortar mix, adhesive, and grout material are approved, and that the same quality is used on-site.

Ensure that the mock-ups are approved by the client/consultant representative.

Ensure that the floor screed (if any) is in good condition and within the specified tolerances.

Ensure that the floor area is oil-free, clean, and thoroughly wetted to receive the tiles.

Check that in wet areas, the approved waterproofing is completed and tested for leakage as per the manufacturer’s instructions.

Check alignment, setting out, floor level, and plumb of the walls before installing granite and marble.

Verify the application of the mortar mix/adhesive for the floor and adhesive for the wall in accordance with the manufacturer’s instructions.

Verify that granite and marble tiles are fixed on the wall with the approved material as per the manufacturer’s instructions (if any).

Check that the granite and marble tiles are installed as per the drawing, pattern, and the manufacturer’s instructions (floor and wall joints = 3mm, unless otherwise noted in the approved drawing).

Ensure that the grouting is done as per the manufacturer’s instructions.

Ensure that the granite and marble tile surface is accepted.

Ensure that the completed tile area is cleaned and protected from traffic.

 


FALSE CEILING - QUALITY CONTROL CHECKLIST

Verify that the reflected ceiling plan is approved prior to proceeding with the works.

Verify that all partition materials used on-site are approved, in good condition, properly stacked, and covered.

Check and verify that the setting and marking out of dimensions for the bulkheads, column cladding, and ceiling works are as per the drawing and reference points.

Ensure that all channels, studs, and bracing are secured tightly in accordance with the drawing.

Confirm that electrical fittings and other required installations are installed as per the specification and drawing before the boarding of the gypsum ceiling, installation of service tiles, and cladding works.

Verify that additional supports are provided for all light fixtures, etc.

Ensure that the cables and wires are properly clamped together.

Check that all the openings required for the installation of MEP penetrations are in the correct position, dimensioned correctly, and acceptable.

Ensure that the ductwork is completed, and that ducts and visible openings above the false ceiling are properly sealed using normal/fire sealant.

Check the smoothness and evenness of the gypsum/plasterboard joints, ensuring they are acceptable for applying finishing paint.

Check that MEP installations above the false ceiling have been tested and commissioned prior to the installation of the plain tiles.

Check that the work area is thoroughly cleared and all snags have been rectified (raise an inspection request).

Verify that the reflected ceiling plan is approved prior to proceeding with the works.

 


Friday, June 25, 2021

DEMOLITION - QUALITY CONTROL CHECKLIST

Check that the Soft Stripping Quality Control Check Sheet is signed off and accepted.

Ensure that all regulatory requirements comply with the authorities.

Ensure that the method of demolition and the materials used do not void existing warranties.

Check that the repair materials are approved.

Ensure minimal interference with the surrounding access and other adjacent facilities in use.

Check that pollution control arrangements and temporary protection for personnel and materials are provided.

Ensure that dust-proof partitions and temporary enclosures are erected, if required.

Check that structural supports are provided for selective demolition and adjacent facilities to remain.

Ensure systematic demolition from higher to lower levels.

Ensure that the demolition is carried out only to the extent required by the new construction.

Ensure that structural framing members are removed using the proper method.

 


DAILY STEELWORK ERECTION CHECKLIST

Check that the safety engineer is aware of the erection program.

Check the weather reports for the day.

Ensure that steel columns and cross members are installed as per approved drawings.

Check steel columns and cross members for alignment, plumbness, and level.

Check that the correct nuts, bolts, and washers are being used.

Check that the correct torque wrench setting is being used.

Check that the field weld joint setting is acceptable.

Check the completed erection against the "Approved for Construction" drawings before welding the field welds.

 


BLOCK & MASONRY WORK - QUALITY CONTROL CHECKLIST

 1. Check Block work & Mortar Mix is approved

2. Verify Manufacturers Test Report for Cement & Masonry Blocks.

3. Ensure the base & foundation for the Block work comply with the dimensional Tolerances with the drawing

4. Ensure the Pre construction testing of the Block is complete & acceptable.

5. Check & verify that approved reinforcing steel, joint reinforcement, wall ties, Anchors are used for the work as per drawing.

6. Ensure that D.P.C. provided prior to the commencement of Block work.

7. Verify the concrete element adjacent to the block work roughened by means of chipping/scabling.

8. Check that the Block work wall is in Line Level & Plumb and complies with the specified construction tolerance.

9. Verify that horizontal joint reinforcement are provided as per drawing.

10. Ensure that the Control & Expansion Joints are as per the Drawing.

11. Ensure Compressive Strength for Mortar / Grout are completed as required.

12. Verify the block work joint, properly raked out.

13. Verify the Block work is Rigid and the spilled Mortars & the Masonry wastes are removed from site.

14. Check Curing is done as per specification & Block work is acceptable.

15. Ensure the maximum block work daily lift height of 1.2m followed at site.

16. Ensure the cutting of blocks at site shall be by means of proper cutter.

17. Check that the block work wall is in line, level & plumb and complies with the Project Specified Construction Tolerance.

18. Verify the block work is rigid and the spilled mortars & the masonry wastes are removed from site.

19. Check curing is done for concrete hollow/solid block work for a minimum period of 3 days.

METHOD STATEMENT FOR APPLICATION OF LIQUID BITUMINOUS DAMP PROOFING AT SUB-STRUCTURE

 1.0       SCOPE

The intension of this method statement is to describe the procedure and responsibilities of its person which are application of liquid bituminous dam proofing on sub-structure.

 

2.0              RESPONSIBILITY

2.1              Project Manager is overall responsible for all aspects of the works / project.

 

2.2              The Project Site Engineers are responsible for proper execution, arrangement, co-ordination & supervision for the quality, safety & delivery of work.

 

2.3              Anti-termite subcontractor is the responsible to ensure the delivered chemical are as per approved materials and it is responsible for proper mixing and application at site.

 

2.4              The QA/QC Manager & Engineers shall ensure that execution team is following this method statement & implementing the site inspection procedures. The QA/QC Engineers shall monitor, check, control & document the quality of concrete delivered to site, & the quality of  work during the entire duration of casting.

 

2.5              Safety Engineer or Safety Officer will ensure the implementation of safety at work site.

 

3.0              MATERIALS & EQUIPMENT 

3.1              Approved Bituminous Damp proofing Materials.

3.2              Roller paint

3.3              Recommended Polyethylene 1000 gauge thick.

3.4              Compressor in required

3.5              Broom or brush

 

4.0              EXECUTION 

4.1              Substrate or concrete blinding should be examine with applicator present and Engineers, for compliance with all requirements surface smoothness and other condition affecting of work.

  

5.0              PREPARATION

5.1              Surface preparation of blinding, fill voids, seal joints, cracks and apply bond breakers if required, as recommended by system Manufacture. 

5.2              Mask or otherwise protect adjoining exposed surfaces from being stained, spotted or coated with water proofing materials. Prevent water proofing materials from entering and clogging weep holes and drains.

5.3              Applicator of Liquid Damp proof shall be approved or certified by manufactures

 

6.0              application

6.1              Application, General

Comply with Manufacture written recommendation unless more stringent requirements are indicated or required  by protect conditions to ensure satisfactory performance the system

6.1.1        Apply additional coat if recommend by manufacture or required to achieve coverage indicated.

6.1.2        Apply second coat at right angle direction to first coat.

6.1.3        Allow each coat of waterproofing to cure, before applying subsequent coats.

6.2       Application for Sub-structure.            

6.2.1    Ensure that concrete surface is clean, smooth and dry.

6.2.2    Ensure that prior to application of waterproofing all services penetration are completely in place and inspected by Engineers.

6.2.3    Apply the liquid Damp proof materials continuously on the blinding surface  area with one Layer and let dry or cure in as per manufacture recommendation prior to continue the subsequent layer. 

6.2.4    Application or termination on MEP embedment shall be as per approved detail drawing which is recommended by sub-contractor.

6.2.5    When application of damp proof is finish, engineers should be inspected and approved the application prior to installation of approved polyethelyne sheet.

6.2.6    Support protection course with spot application of trowel-grade mastic.

 

7.0              FIELD QUALITY CONTROL 

7.1              Monitor the materials delivery and application of materials.

7.2              Application of Damp proof should inspect and approved by Engineers prior screed.

 

8.0              SAFETY PRECAUTION

8.1              Prime importance shall be given to safety of personnel and protection utility Service. It ensures that the personnel involved are thoroughly aware of the company Safety regulation.

8.2              Any Machineries and Equipment must operate only by well trained and experienced personnel.

8.3              Protective clothing and equipment will be necessary and will ensure that any special protective clothing or equipment required and any signs relating to the wearing of helmets, eye protection, ear defenders, visibility vest etc., are ordered and available for use on site and that subcontractors are made aware of any site requirements, especially for the wearing of safety helmets.

8.4              Instruct staff in the correct application of hazard chemicals which could cause injuries to the hands.

8.5              Risk assessment letter should issue by Safety In-charge before start of activity and immediately post at the working area during activity.

  

9.0          Reference Documents

  9.1   Project contract specifications

       9.2   Project contract drawings general Notes   


SCREED -QUALITY CONTROL CHECKLIST

 1. Ensure the surface roughness of concrete satisfactory prior to proceed with screed placement.

2. Verify the conduits & junction boxes are fixed properly and in position prior to the commencement of screening.

3. Ensure the movement joint are fixed with crack inducer prior to the commencement of screed.

4. Ensure that the approved Screed mix is arrived to site

5. Ensure that the levels are checked as required.

6. Ensure that the proper wooden tamping is done for consolidation

7. Check the top level of screed is as per approved drawing.

8. Check that the surface finish is acceptable as required.

9. Check that the water curing is done for 7 days.

10. Ensure that the Screed surface is covered for traffic till it attains sufficient strength.

METHOD STATEMENT FOR CONCRETE BLINDING AT SUB-STRUCTURES

1.0 SCOPE

This method statement describes the work procedures, quality assurance, and quality control for the concrete blinding at sub-structures.

2.0 RESPONSIBILITY

The Project Manager is overall responsible for all aspects of the works/project.

The Project Site Engineers are responsible for the proper execution, arrangement, coordination, and supervision of the quality, safety, and delivery of work.

The QA/QC Manager/Engineer shall ensure that the execution team follows this method statement and implements the site inspection procedures.

The MEP Coordinator/Engineers are responsible for coordinating the Mechanical and Electrical works related to underground works.

The Safety Engineer will ensure the implementation of safety on the worksite.

The Approved Ready Mix Concrete Supplier is responsible for the continuous delivery of concrete as per the approved design mix and project specifications, from batching and transporting to controlling the temperature and slump tests, as well as taking the required concrete test cube samples upon arrival on-site.

3.0 MATERIALS & EQUIPMENT

Blinding Concrete: Ready-Mixed, as per the approved design mix by Engineers/Consultants.

Mobile Concrete Pump

Mobile Tower Crane (If required)

Bonding Agent (if required)

Approved Gauge Polyethylene Sheets

Clean/ Potable Water

Power-Driven Floats

Wooden/ Aluminum Screeder Bar

Dumpy Level with Stadia Rod

Air Compressor

4.0 WORK PROCEDURES

Preparation Works

Excavation works up to the formation level of the sub-structures should be completed and checked for required elevations by Engineers and the approved Independent Testing Agency to ensure bearing stability.

For normal excavation of undisturbed earth, the cut earth surface at the formation level should follow the standard method statement for soil backfilling.

Establish the reference 1.0m elevation from SSL and the high-level elevation of the concrete surface for blinding, with a minimum requirement of 75mm. Shuttering should be provided around the perimeter ends of the proposed casting area.

Approved soil treatment/anti-termite must be applied prior to laying polyethylene sheets on the soil surface.

Install the approved polyethylene sheet on top of the soil surface, as per the installation procedure by the manufacturer or supplier.

Concreting Works

Blinding concrete shall be poured on the prepared area using a concrete pump for large volumes, or direct pouring with a chute, following the basic method statement for placing concrete using a mobile pump or direct pouring.

In case of delays in the concrete, the incomplete poured strip should be treated with bonding agent and/or cement slurry before placing fresh concrete.

When the ready-mix concrete is placed or poured on the area, level the concrete according to the approved blinding level.

The surface finish of the blinding shall be smooth, using power-driven floats to achieve the required surface finish for receiving waterproofing membranes.

Curing & Protection

During concreting and throughout the initial hardening, the blinding shall be immediately cured with an approved curing compound or water curing.

The work area shall be closed off from traffic during preparation, concreting, and curing.

Slump Test & Temperature Control

Slump tests and temperature checks of the concrete will be carried out for every truck mixer that arrives on-site. Results will be recorded in the delivery ticket and the concrete monitoring log prior to placement at the site. The slump test and temperature will follow the approved design by Engineers.

Concrete Test Cubes Sampling

The frequency of sampling concrete cubes shall be as per the instructions of the Engineers/Consultants or according to standard specifications. Concrete sampling shall be carried out in accordance with Clause of BS 1881 Part 102.

5.0 FIELD QUALITY CONTROL & INSPECTIONS

The necessary site inspections, as stated in the work procedures, shall be carried out in accordance with the site inspection procedures.

Site Engineers and Project Engineers will monitor the execution of work to ensure compliance with this method statement.

Upon completion, a joint quality inspection between the Contractor, QC Engineer/Project Engineer, and the Consultant’s Engineer shall be carried out to verify the quality of the finished surface of the blinding. Any unsatisfactory workmanship or defects found shall be rectified, and preventive actions shall be taken to avoid recurrence in subsequent works.

6.0 SAFETY PRECAUTIONS

Prime importance shall be given to the safety of personnel and protection of utility services. Ensure that personnel involved are thoroughly aware of the company’s safety regulations.

Any machinery and equipment must only be operated by well-trained and experienced personnel.

Protective clothing and equipment will be necessary. Ensure that any special clothing or equipment required (including signs relating to the wearing of rubber boots, helmets, eye protection, ear defenders, visibility vests, etc.) is ordered and available for use on-site. Ensure that subcontractors are made aware of any site requirements, especially regarding the wearing of safety helmets. Instruct staff in the correct handling and lifting of materials, especially those that could cause injury to the hands.

A risk assessment letter should be issued by the Safety In-charge before the start of the activity, and it should be posted immediately at the working area during the activity.

7.0 REFERENCE DOCUMENTS

Project contract specifications

Project contract and Approved Shop Drawings

 


BLINDING CONCRETE WORKS- CHECKLIST

Ensure the surface roughness of the concrete is satisfactory prior to proceeding with the blinding concrete placement.

Verify that the conduits and junction boxes are properly fixed and in position prior to the commencement of the blinding concrete.

Ensure that the movement joints are fixed with crack inducers prior to the commencement of blinding works.

Ensure that the approved concrete mix has arrived on site, and that the slump cone, thermometer, and cubes are arranged for testing fresh concrete.

Ensure that the levels are checked as required by the surveyor, and that the survey report has been completed.

Ensure that proper wooden tamping is done for consolidation.

Check that the top level of the blinding concrete is as per the approved drawing.

Check that the surface finish is acceptable as required.

Check that water curing is done for 7 days.

Ensure that the blinding concrete surface is covered for traffic until it attains sufficient strength.

Check and ensure there are no foreign materials or impermeable soil substances that could reduce the effectiveness of the anti-termite treatment in the areas to be treated.

Ensure the applicator has a valid license and is wearing the necessary PPE before application.

Ensure that no substandard materials or workmanship are permitted on site.

Check and record the moisture content of the soil before application.

Check and reapply the soil treatment solution to areas disturbed by subsequent excavation, grading, or other construction activities following the application.

Avoid disturbing treated soil after application.

Ensure warning signs are posted in areas before and after application.

 


METHOD STATEMENT FOR CONCRETING OF PROTECTION SCREED

1.0 SCOPE
The intention of this method statement is to describe the procedure and responsibilities of the personnel involved in the concrete pouring for the protection screed.

2.0 RESPONSIBILITY

The Project Manager is overall responsible for all aspects of the work/project.

The Project Site Engineers are responsible for the proper execution, arrangement, coordination, and supervision of quality, safety, and delivery of the work.

The Approved Concrete Ready Mix Supplier is responsible for the continuous delivery of concrete as per the approved design mix and project specifications, from batching to transporting, controlling temperature and slump, and taking required concrete test cube samples upon arrival at the site.

The QA/QC Manager & Engineers shall ensure that the execution team follows this method statement and implements the site inspection procedures. The QA/QC Engineers shall monitor, check, control, and document the quality of concrete delivered to the site and the quality of work throughout the entire casting process.

The Safety Engineer or Safety Officer will ensure the implementation of safety measures at the worksite.

3.0 MATERIALS & EQUIPMENT

The concrete design mix for the protection screed should be approved by the engineers before execution.

Polyethylene sheets should be approved by the engineers or as recommended by the waterproofing manufacturer/supplier.

Secured approved shop drawings for raft foundation lift pits, manholes, etc., should be available for reference of screed levels.

4.0 EXECUTION

Inspection of completed layers of liquid damp proofing materials should be carried out to ensure no damage or unsatisfactory workmanship.

Install the approved gauge of polyethylene sheets as per the method statement of the waterproofing manufacturer/supplier.

Proceed with concreting the protection screed to the required thickness (minimum 50 mm) after rectifying any unsatisfactory conditions.

5.0 PREPARATION

Clean and prepare the applied bituminous damp-proof surface according to the manufacturer/supplier's recommendations on blinding.

Remove all dirt, deleterious materials, and other substances that may damage the waterproofing during the concrete pouring process.

Establish the reference elevation of 1.0 meter from SSL and the high-level elevation of the concrete protection screed as per the approved shop drawing and specification.

Install approved polyethylene sheets on top of the applied damp-proofing, as per the manufacturer's/supplier's method statement.

Install the forms along the construction joints of the protection screed.

Obtain approval from the engineers before the application or placement of concrete.

6.0 APPLICATION

Determine the weather conditions (hot, sandstorm, rainy, or sunny) before placing the concrete order with the ready-mix supplier.

Sprinkle clean water on top of the polyethylene sheet to promote bonding with the concrete.

When the ready-mix concrete arrives, inform the engineers and conduct QC testing, such as slump test, temperature check, and volume at the concrete checkpoint.

Use high slump or self-compacting ready-mix concrete to avoid using a vibrator, which could cause misalignment of the polyethylene sheet.

Place the ready-mix concrete using a concrete mobile pump or direct pouring with a chute, following the basic method statement for placing concrete using a concrete mobile pump or direct pouring.

Once the ready-mix concrete is placed, level the concrete according to the approved screed level.

Finish the screed surface as required, according to the specification or as approved by the engineers.

Once the initial set of the concrete is complete, immediately apply an approved curing compound or use water curing to prevent thermal cracking.

7.0 FIELD QUALITY CONTROL

Monitor the temperature and slump of ready-mix concrete.

Ensure the quality of the delivered ready-mix concrete at the site.

Ensure that concrete cube sampling is conducted as per the specifications.

Ensure quality workmanship and required thickness during the pouring activity.

8.0 SAFETY PRECAUTIONS

Prime importance shall be given to the safety of personnel and the protection of utility services. Ensure that personnel involved are thoroughly aware of the company’s safety regulations.

Any machinery and equipment must be operated only by well-trained and experienced personnel.

Protective clothing and equipment will be necessary. Ensure that any special protective clothing or equipment required, such as helmets, eye protection, ear defenders, visibility vests, etc., is ordered and available for use on-site. Subcontractors should be made aware of any site requirements, especially regarding safety helmets.

Instruct staff in the correct handling and lifting of materials, as improper handling could cause injuries to the hands.

A risk assessment letter should be issued by the Safety In-charge before the start of the activity and posted at the working area during the activity.

9.0 REFERENCE DOCUMENTS

Project contract specifications

Project contract drawings and general notes

 


INSPECTION AND TEST PLAN FOR ANTI-TERMITE APPLICATION

    Inspection and Test Plan for ANTI-TERMITE WORKS

The purpose of this ITP is to guide the QC Inspector on the item the needs to be inspected and certify as approved by the Consultant prior to proceeding on the next activity. 

Also the required testing and frequency are mentioned in this ITP. This will help the QAQC identifying all the required test in order to attain the required material quality.


Sl. no

Description of Activity 

Control Procedure/ Spec. / codes/ standard

Frequency

Acceptance Criteria

Responsible person

 

Contractor

Consultant

Third Party

 

 

Attachments

1.0

Approval of Documents

 

 

 

 

 

 

 

 

 

 

  1.1

Method Statement

Section No.

Once

Consultant Approval

 

Project Engineer / QAQC Engineer

R

R

 

-

 

 

MST / ITP / Risk Assessment / Checklist

1.2

Anti-Termite Material Approval

Section No.

Once

Consultant Approval

Project Engineer / QAQC Engineer

R

R

-

Material Submittals

2.0

Anti-Termite Works

 

 

 

 

 

 

 

 

2.1

 

Protecting existing/ adjacent works

 

Approved Method Statement

Every application of Anti-termite

Consultant Approval

Site Engineer / QAQC Engineer

S

S

-

 

 

2.2

Surface preparation prior to application of anti-termite

Approved Method Statement

Every application of Anti-termite

Consultant Approval

 

Site Engineer / QAQC Engineer

H

H

-

Inspection Request and Checklist

2.3

Mixing of Agenda 25 EC

Approved Method Statement

Every application of Anti-termite

Consultant Approval

 

Nasco / QAQC Engineer

S

S

-

 

 

2.4

 

Application of Agenda

 

Approved Method Statement

Every application of Anti-termite

Consultant Approval

 

Site Engineer / Nasco

S

S

-

 

 

2.5

 

Provide polyethylene sheet cover after application of Agenda

 

Approved Method Statement

Every application of Anti-termite

Consultant Approval

 

 

 

Site Engineer

S

S

-

 

 


Prepared by:  ….…….         Reviewed by :  ……………   Approved by: ………………

                      QAQC Engineer                     Site QAQC Manager              Project Manager

 

CHECKLIST FOR INSTALLATION OF GI CONDUITS AND ACCESSORIES

Check that the latest approved as-built / Shop Drawing is attached. Check that the material used in the installation is in accordance with...