L'AROME APPLE STEM CELL SLIMMING SERUM

1. Produk yang anda cari selama ini telah ditemui!!
2. Produk Berkualiti Slimming Serum akan segera menggemparkan dunia !!
3. Produk Lebih mantap dan lebih cepat menurunkan berat badan anda dari semua produk yang pernah ada.
4. Terbuat dari Stemcell Apple, Alami tanpa bahan kimia.

• Ibu-ibu lepas bersalin pasti ada selulit dan stretch mark di bahagian perut. Tak perlu ke pusat slimming yang harga ribu-ribu untuk treatment. Kini anda boleh lakukan sendiri di rumah. Hanya dengan sapuan sahaja. Mudah dan sangat berbaloi.
• Cara Guna : Sapukan 2 kali sehari (selepas mandi ) pada bahagian yang kita mahu kecilkan. Basuh tangan selepas penggunaan
• Letakkan dalam 1-2 titik bergantung pada tempat sapuan.
• ** Jangan letak terlalu banyak sebab takut panas **
• (selang berapa minit selepas sapu kita akan mula rasa panas pada bahagian yg telah disapu. Mudah dan senang…
• Tiada kesan minyak pada tangan dan bahagian-bahagian yang telah disapu..Senang dibawa ke mana – mana…
• UNTUK MENAMPAKKAN KESAN
• ** SILA UKUR DULU BAHAGIAN-BAHAGIAN YANG BERMASALAH SEBELUM GUNA PRODUK INI..**
• ANDA AKAN TERUJA DENGAN RESULTNYA !!

1. L’AROME – Apple Stem Cell Slimming Serum
2. LEMAK: pembakaran lemak berlaku sangat pantas
3. SELULIT: perubahan ketara hanya dalam tempoh 1 minggu
4. LANGSING: perubahan yang amat ketara dlm 3-7 hari
5. STRETCH MARKS: hampir 100% hilang dlm masa 1 bulan
6. APPLE STEM CELL: Menggunakan teknologi Apple Stem Cell terkini dari Switzerland
7. Membantu membakar lemak berlebihan di sekitar perut, pinggul, peha dan lengan.
8. Menghilangkan selulit, orange peels, strecth marks & parut. * Boleh disapukan pada double chin. * Menghaluskan tekstur kulit. * Mengeluarkan angin2 dalam badan.
9. All-in-1 bottle – harga treatment jika di SPA RM1.5K-RM3K, tetapi anda hanya perlu bayar lebih kurang 10% sahaja.

• 7 KHASIAT TERHEBAT L’AROME:
• MENGHILANGKAN PERUT MEREKAH (STRETCH MARK)
• MENYELESAIKAN MASALAH & PENYAKIT KULIT
• MENGHILANGKAN PARUT
• MEMBUANG SELULIT
• MEMECAH LEMAK
• MERATAKAN PERUT
• MECANTIKKAN KULIT

L’AROME Dapat Membakar Lemak Anda Dalam 24 Jam

L’AROME Apple Stem Cell Slimming Serum is designed to produce a fantastic results to the consumers. It is not only to burn your fat, it helps shaping your body, produce your six packs (body builder), remove cellulite and stretch marks. It is also proven to our customers that L’AROME improved ‘Orange Peel’ appearance and better skin tone. 

Tips: reducing a little bit of your meals resulting faster result. 

Functions: Promotes break down of fat cells with thermo effect and shapes up to your body contour. Helps to reduce cellulites, remove stretch marks, improve ‘Orange Peel’ appearance and better skin tone. 

Ingredients: Methyl Nicotinate, PhytoCellTech, Malus Domestica, Actin Heat, Cucurbita Pepo (Pumpkin) Seed Extract, Lemon Grass Essential Oil. 

Direction: Apply to body morning and night. Use daily for best results. 

Caution: 

Keep away from eye and mouth, clean your hands after use.

Harga Promosi Terhad

Harga Normal

1 Botol Rm150.00

2 Botol Rm300.00

4 Botol Rm350.00

(Semenanjung)

FREE POSTAGE

ORDER DENGAN SAYA DISKAUN

MENANTI ANDA. AYUH ORDER SEKARANG, HILANGKAN MASALAH BERAT BADAN ANDA TANPA PERLU DIET.

Untuk Order:

SMS : 017-922 6492 (Kaka Tieka)

Beza ogos 2014 dan september 2014

Disini aku tidak lihat sebarang perbezaan tahun tapi ada beza nya dengan bulan. Bukan sahaja bulan yang berubah namun tempat kerja aku juga berubah. Selain tempat kerja, hidup aku juga akan berubah.

Dulu kerja sebagai project coordinator aka site engineer selama 10 bulan di tapak masjid cyberjaya dan menetap di pusat bandar puchong bersama rakan2 yang sangat baik dan sporting. Love u girls.

Ternyata 10 bulan masa kerja di tapak bina mengurangkn rasa minat aku bekerja namun aku terus kan jua demi sesuap nasi. Hari demi hari berlalu, kawan silih berganti, aku tetap terus kan dalam hujan dan panas. Ya kerja aku ini sangat mencabar lagi mencabar sebab kurang minat ke arah bidang yang aku ceburi ini..

Genap 10 bulan aku bekerja bulan8 2014 aku tamatkan khidmat aku di ctu..

Bermula lah hidup baru aku dengan suasana tempat kerja baru yang jauh dari kesesakan.. ya pekan banting.. di sini la aku menetap.. tinggal di taman chempaka 11 no 3 dan bekerja dengan kontraktor budaya kaya sdn bhd di pulau bunut sebagai quantity surveyor.  Dengan niat kembali bekerja dalam jawatan sebelum ini dapat menaik kan kembali mood kerja aku. Ya allah kau bantu la aku supaya aku dapat meneruskan hidup dengan lebih baik dan lebih tenang.

Semoga aku kekal bersama pilihan hati ku ini..

Walaupun jauh di sudut hati aku, aku lebih ingin kerja di negeri lahir aku sendiri. Tapi ape kan daya, aku mesti bersabar..

Cayork cayork demi title as..

Datuk siti..

Selamat Hari RAYA 2014

Hari raya semua perlu gembira namun hatiku sedikit gundah gulana, sempat jua aku beraya di pagi raya bersama separuh sanak saudara aku.. mood raya bagi kanak2 amat terasa namun mood raya bagi ku sangat kurang rasa nya.. ape2 pn aku mohon maaf zahir dan batin.. kosong kosong ok.. SELAMAT HARI RAYA..

Gambar pagi beraya bersama sepupu ku tersayang sangat banyak yg kurang berbanding dengan sebelum ini..hati ku sayu..

Semoga hari2 mendatang lebih berkat..

Istilah makanan bagi babi

Khusus Muslim, Buat Non muslim mohon utk diabaikan… Trm ksh pengertiannya…
Tolong sebarkan ini kepada saudara muslim kita yang lainnya agar berhati hati dalam memilih makanan,Istilah Makanan Yang Berkaitan Dengan Babi..
Mungkin banyak umat Islam tidak tahu bahwa label label yang bertulis ‘This product contain substance from porcine.Sebenarnya bermaksud ‘Produk ini mengandungi bahan daripada babi.
Selain itu, antara label yang kerap digunakan adalah ‘The source of gelatin capsule is porcine’ yang bermaksud ‘Kapsul dari gelatin babi.
Berikut antara istilah sains yang digunakan dalam produk yang mengandungi unsur babi:
1. Pork: Istilah yang digunakan untuk daging babi di dalam masakan.
2. Swine: Istilah yang digunakan untuk keseluruhan kumpulan spesis babi.
3. Hog: Istilah untuk babi dewasa, berat melebihi 50 kg.
4. Boar: Babi liar.
5. Lard: Lemak babi yang digunakan bagi membuat minyak masak dan sabun.
6. Bacon: Daging hewan yang disalai, termasuk babi.
7. Ham: Daging pada bagian paha babi.
8. Sow: Istilah untuk babi betina dewasa (jarang digunakan).
9. Sow Milk: Susu babi.
10.Pig: Istilah umum untuk seekor babi atau sebenarnya bermaksud babi muda, berat kurang daripada 50 kg.
11.Porcine: Istilah yang digunakan untuk sesuatu yang berkaitan atau berasal dari babi.
Porcine sering digunakan di dalam bidang perobatan untuk menyatakan sumber yang berasal dari babi.
Sebarkan kepada semua saudara-saudara kita agar lebih berhati-hati. Semoga Allah S.W.T akan membalas jasa baik anda dan semoga Allah memelihara kita di dunia dan di akhirat

Method Statement -Water Proofing

1.0  OBJECTIVE OF PROCEDURE

This work method statement covers the applying waterproofing for (your project's name).

This work method statement provides information concerning method of application to ensure compliance with contract requirements and drawings besides to perform safe working environment and compliance with safety requirements.

2.0  DESCRIPTION

Estokote Grey is a cement based two component polymer modified flexible waterproof coating. When used in reservoir or similar structure, it is able to accommodate the bending moment of the structure when it is filled with water. It fills and seals pores and voids of concrete or Masonry Surfaces to prevent water infiltration.

It is compatible to concrete. The bonding agent imparts excellent adhesion to concrete surfaces and forms part of the structure.

Packing                  : 22.5 kg pack

Coverage               : 11 m² per pack per two coats

3.0  EQUIPMENT

·         Brush / Roller

·         Sponge

·         Glove

·         Spray

4.0  WORK METHODOLOGY

v  Preparation

a.       The surfaces, which are to receive Estokote Grey coating, must be free from oil, grease, wax, dirt or loosely adhering particles and sharp edges or any other form of foreign material, which might affect adhesion. The surface must be roughened.

b.       Spalled and deeply disintegrated concrete should be removed to sound concrete and repaired with a suitable concrete repair mortar.

c.        Absorbent surfaces have to be thoroughly saturated with water prior to application of first coat of Estokote Grey. However, no loose standing water should be on the surface before application.

v  Mixing

a.       Mix in a clean container by slowly adding the powder component to the liquid component.

b.       Stirring with slow speed mixer for 2 – 4 minutes to avoid lump formation.

c.        Use mixture within 30 minutes.

d.       Do not add water.

v  Application

a.       Whilst the substrate is still damp from saturation, apply the first coat.

b.       Leave to harden for approximately 4 – 8 hours at temperatures above 20°C before applying the second coat.

c.        Re-mixed the Estokote Grey material remained in mixing vessel for every application of Estokote Grey.

d.       For floor application, to avoid risk of damage to the first coat, it is recommended that the second coat be applied before 24 hours.

e.       If the second coat is applied 12 hours or later, the first coat shall be slightly pre-wetted, preferably using a fine spray.

f.         After the second coat has been applied, better finishing can be achieved by rubbing down with a soft, dry sponge.

g.        Floor screeding inside the water trough to be done before waterproofing applied.

v  Over Coating

a.       Allow the coating as above to be hardened for at least 3 days prior subsequence over coating work.

v  Protection

a.       The freshly applied waterproof coating shall be protected from rain, dirt, oil grease or other loose materials during its drying time.

b.       The contractor should also take precautions to protect the Estokote Grey coating from any mechanical damage during the construction of other trade of works.

v  Curing

a.       Precaution should be taken for applications done directly under sunlight and windy conditions. It should also be protected from direct rain for at least 4 hours.

b.       The finishing coat shall be cured for 3 – 5 days before other trade shall be proceeded.

v  Ponding Test

a.       The waterproof area has allowed to be cured for hours before ponding test was carried out for 24 hours duration.

b.       If the ponding test was failed, rectification work shall be carried out and after the rectification work was done, the ponding test will be carried out.

5.0  SAFETY & ENVIRONMENTAL PROGRAMME

5.1  Safety

All workers shall provide with PPE (Personal Protective Equipment) and shall be worn everytime they are enter the site.

Gloves should be used when handling these products.

Eye protection should be worn. Any splashes to the skin or eyes should be washed off. In the event of prolonged irritation, seek medical advice.

The Safety Supervisor / Safety Manager shall ensure the workers understand the safety regulations and explain in detail in particular hazards, where the workers are working and the precaution to be taken their safety.

5.2  Environmental

All workers shall educate on good environmental management practices and well-disciplined to environment.

The garbage bin shall be provided at the working area and Supervisor shall ensure its must be collected regularly and disposed-off at the approved dumpsite.

Safety team shall ensure that no open burning of construction or domestic wastes is practiced.

All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

Method Statement -Concrete Mix (Site Mix)

1.0          OBJECTIVETo carry out the site mix concrete work as per approved design mix for each particular grade.

2.0          SCOPE

This method covers for site mix concrete and trial mix for grade 20N, grade 25N and grade 30N by using mixer truck (dry mix).

3.0          REFERENCESConstruction Drawings

Project Specifications

Inspection Request Form

Approved design mix

4.0          RESPONSIBILITIES Site Manager

QA/QC Engineer

Site Supervisor

Lab Technician

5.0          WORKERSMachine Operator

General Worker

6.0          MATERIALSCement, Fine Aggregate & coarse Aggregate, Water

7.0          HANDLING AND STORAGE OF MATERIALSHandling: Transport of concrete using mixer truck and 20 tonne of mobile crane to location of concrete work.

Storage:  Fine aggregate and course aggregate shall be place nearest at batching area.

                 Cement shall be place in the store in dry condition and protected from weather

8.0          PLANT, MACHINERY AND EQUIPMENTConcrete Mixer Truck.

Batch boxes (800mm x 800mm x 500mm)

Water tank (5786 litre)

Nominated lab (Hermes Lab, for compression test)

Cube mould

Weighing scale

Slump equipment

Wheel barrow

9.0          PREPARATORY WORKS9.1          Before the site mixes commence, check will be carried out to ensure all the various control devices of the concrete mixer is functioning properly.

10.0     WORK METHODOLOGY

           

            10.1     Prior to commencement of the site mix, batch boxes should be fabricated, measuring 800mm x 800mm x 500mm to measure the proportion of coarse and fine aggregate, based on of 1 bag cement (50kg with loose weight 1436kg/m3), 0.035m3. Meanwhile, water shall be fill in full water tank 5786 litre complete with measuring gauge. Therefore, quantity water shall be control as per approved design mix proportion.

            10.2     The coarse and fine aggregate shall be passed all the testing such as sieve analysis, aggregate crushing value, flakiness and other as per specification before placed into the concrete mixer.

            10.3     Before carry out the site mix, a trial site mix approximately 1m3of mix concrete shall be batched based on approved design mix to required grade of concrete to check workability of mix and compressive strength. A set six (6) 150mm concrete test cubes, 3 for testing at 7 days and 3 for testing at 28 days will be made and tested to achieve as per required target mean strength. Summary of mix proportion for trial mix as per table 1 below:

Table 1Materials required per 0.05 cubic metre of trial mix

Concrete Grade

(N/mm2)

Mix Proportion

(Cement: Sand: Course Aggregate)

Weight

Volume (m3)

Volume (L)

Cement per m3 “all in” No. bags of 50kg each

Cement

Sand

Coarse

Cement

Sand

Coarse

Water

20

1

2.63

3.95

14.25

0.014

0.021

9.25

0.29

25

1

2.20

3.68

18.5

0.016

0.019

9.25

0.37

30

1

2.14

2.43

19.5

0.016

0.018

9.25

0.39

10.4        When trial mix are approved, site mix shall be agitated for approximately 6-8 minutes to produce a certain quantity of mixed concrete to required grade within the mix to proportion as per table 3.

Table 2

Materials required per cubic metre of mix concrete

Grade

Mix Proportion

Weight (kg)

Volume (L)

Cement per m3 “all in” No. bags of 50kg each

Cement

Sand

Coarse

Cement

Sand

Coarse

Water

20

1

2.63

3.95

285

748

1125

185

5.70

25

1

2.20

2.68

370

814

991

185

7.40

30

1

2.14

2.43

390

836

949

185

7.80

10.4       Preparatory Work

10.4.1   Obtain relevant approved construction drawings from Consultant.

10.4.2   Obtain material characteristics test result from supplier as references.

10.4.3   Prepare required material, machinery and tools for site mix.

10.4.4   Prepare proper material storage location and facilities.

10.4.5   Prepare fresh concrete test tools and mould for preparation of compression test specimens according to specifications.

10.5       Work Execution

10.5.1   All tools and materials shall be cleaned from debris and other materials, which will affect the quality of concrete produced.

10.5.2   Volume of all materials shall be measured by using backhoe bucket whereby 1 bucket of fine aggregate is equal to 0.153cu.m and coarse aggregate 0.157cu.m.

10.5.3   Transportation and handling tools and equipment shall not affect the quality of concrete during the process of delivery.

10.6       Quality Control

10.6.1   The slump test shall be conducted using a cone test at random or instructed by SE.

10.6.2   Slump shall be visually checked to ensure conformance to the specification. The result shall be documented in the inspection sheet.

Testing method

·                     Concrete shall be poured into the slump mould in three layers. Each layer shall be tamped with the tamping rod as per specification.

·                     Once the cone is filled to the top, the concrete shall be removed from the mould by raising the mould slowly and carefully in vertical direction.

·                     The concrete slump is the measured using measuring tape immediately by determining the difference between the height of the mould and that of the highest point of the specimen being tested.

·                     The slump measured shall be recorded to the nearest 5mm.

10.6.3   For the Compression Test, specimen shall be prepared according to the specification. The test specimen shall be cured as tested as below :

A standard practice, 6 nos of cubes would normally be prepared for per day production. 3 nos shall be tested at 7 days and the balance 3 nos shall be tested at 28 days.

Testing procedure

·               Clean internal surface of the mould thoroughly.

·               Place the mould on a smooth, horizontal and rigid metal plate and hold the mould firmly in place.

·               The mould shall be filled in 4 approximately equal layers.

·               Each layer shall be tamped with 25 strokes and distributed in a uniform manner over the cross-section of the layer. The 2nd and subsequent layers shall penetrate into the underlying layer.

·               Later, concrete shall be filled to finished level with a trowel.

10.6.4   Test result shall be documented in the Concrete Cube Result and shall be submitted to Consultant and client.

10.6.5   The Compressive Strength of the Concrete Cube shall achieve as per stated in the table below :

Concrete Grade

(N/mm2)

Minimum Compressive Strength of Concrete Cube

at 7 days

at 28 days

≤ 15

-

-

20

14

20

25

17

25

30

20

30

11    SAFETY AND ENVIRONMENTAL ISSUE

11.1Safety

11.1.1   All workers shall provide with PPE (Personal Protective Equipment) and shall be worn every time they are entering the site. Safety Supervisor shall ensure all the workers wear all the safety equipment provided.

11.1.2   Portland cement can cause burns on unprotected skin. Do not breathe the dust from the Portland cement or aloe it in your eyes. A respirator and safety glasses are recommended.

11.1.3   Safety Supervisor shall ensure that the activity shall ensure that activity shall carried out in a safe manner.

11.1.4   All workers shall fully support and actively participate in all safety related activities and comply with all practicable safety measures.

11.1.5   All workers shall be advised to report any accident or injury to supervisor and proper treatment to be obtained.

11.1.6   The safety supervisor shall ensure that workers understand the safety regulations and explain in detail in particular hazards, where the workers are working and the precaution to be taken to ensure their safety.

11.2Environmental

11.2.1   All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

11.2.2   Water from particular construction area shall be diverted into proper drain which is eventually empties into silt trap.

11.2.3   Domestic and construction waste from construction area must be collected into centralized garbage bin and disposed at the designated area.

Method Statement -Erection of Temporary Hoarding

1.            OBJECTIVE

To outline the sequence of activities, method and resources needed for the operation of erecting temporary hoarding.

2.            SCOPE

The work shall include all labour, material, equipment, safety requirement and services necessary for the execution erecting temporary hoarding.

3.            WORK SEQUENCE FLOW

                _to attach drawing_

4.            MATERIAL

                Material to be used is as follows:-

                4.1          50 x 50 x 1.6mm thick SHS M.S Posts

                4.2          50 x 25 x 1.2mm thick RHS M.S Nogging

                4.2          50 x 25 x 1.6mm thick SHS M.S Braces

                4.3          0.3mm thick metal decking

                4.4          Nail

                4.5          Cement

                4.6          Sand

                4.7          Water

5.            EQUIPMENTS & MACHINERIES REQUIRED

                Equipments and machineries to be used are as follows:-

5.1          Minimum: One (1) number of JCB Backhoe (if required)

                5.2          Minimum: One (1) set of hand excavating equipment

                5.3          Minimum: One (1) set of steel work equipment

                5.4          Minimum: One (1) set of water levelling

                5.5          Minimum: One (1) number of spirit level

6.            SITE PREPARATION WORK

                6.1          Setting out boundaries of ground in the proposed perimeter.

7.            METHOD OF WORK

7.1          Determine the location of the temporary hoarding will be established with confirmation from the surveyor.

7.2          After getting confirmation, using the given point and mark the main pole as per alignment shown in the drawings(Appendix A). Center to center of the main column is3000mm.

7.3          Preparation of the main pillars started by using handdigging to the depth 400mm.

7.4          Pole-sized 50X50X1.6mm thk SHS M.S constructed using equipment such as spirit level, water level, and tape measure. Two workers used to establish the main pillars.

7.5          Pillars need to ensure accurate position along the fenceline at 3.0m (panel width) intervals and make sure the baseare sitting on an even level surface.

7.6          Erect the remaining pillars along the line as noted previously until the hoarding line is complete.

7.7          50x25x1.2mm thk nogging need to install three (3) lines to support metal deck panels.

7.8          Metal deck panels will be installed with the framehoarding as per Appendix A (spacing 4” for every panels).

7.9          This work will be repeated until completion.

7.10        Entrance gate will be erected at remaining area (refer item no.3) with support at both side (left and right) using welded angles.

 8.            QUALITY ISSUES·         Boundaries demarcation required to ensure no double handling or trespassing to others people land.

·         View inspection required during the process of erection hoarding.

·         Regular inspection to be carried out by weekly basis to ensure the hoarding in good condition.

9.            SAFETY ISSUES

·         Safety helmets and safety footwear should always be worn.

·         All soft spots or holes shall be identified and barricade if necessary.

·         The site shall be kept clear of unnecessary obstruction.

·         First aid kit boxes will be provided at site office.

·         During raining, no erection hoarding activities are allowed to work.

10.          ENVIRONMENTAL ISSUES

·         All workers shall ensure that tools and machinery are in a good condition to avoid any oil leakage that could harm to environment.

·         Construction waste from construction area must be collected into centralized garbage bin and disposed at the designated area.Posted by ika erika at 12:17 PM Email This

Method Statement -Floor Hardener

1.0  OBJECTIVE OF PROCEDURE

This work method statement covers the applying floor hardener at (affected building) for (your project name).

This work method statement provides information concerning method of application to ensure compliance with contract requirements and drawings besides to perform safe working environment and compliance with safety requirements.

2.0  DESCRIPTION

PYEFLOOR HARDENER NS is designed to provide a monolithic abrasion and impact resistant floor finish. It is composed of selected silica quartz aggregates, cement and plasticizer. PYEFLOOR HARDENER NS can be applied onto any concrete or cementatious based substrate.

3.0  SEQUENCE OF WORK

4.0  WORK METHODOLOGY4.1   Surface Preparation

Base concrete substrate must be fully compacted with a grade of 30N/mm3and a site slump test of 75 to 100mm. The base concrete shall be stiffened, at an initial setting point, where light foot traffic is allowed and does not leave a maximum of 5 mm deep imprint. However, the timing shall not be too late until the moisture within the concrete is sufficient to hydrate the PYEFLOOR HARDENER NS. Bleeding on the surface is to be avoided.

4.2  Application

1.       Evenly broadcast about 60% of the material onto the base substrate.

2.       Wait until the colour of the PYEFLOOR HARDENER NS darkens from the absorption of the moisture from the base substrate.

3.       Lightly compact the material using a mechanical power floating machine, at a low speed, to prepare the surface for the second application of PYEFLOOR HARDENER NS. Do not overwork the surface at this stage.

4.       Repeat the process again with the balance 40% of the material.

5.       Compact with mechanical power floating machine at a high speed until a dense finish is achieved.

4.3  Curing

1.       Spray apply proper curing compound or use polyethylene sheet.

2.       Polyethylene sheet must be used to protect the floor finish surface in case of rain.

5.0  SAFETY & ENVIRONMENTAL PROGRAMME

5.1  SafetyAll workers shall provide with PPE (Personal Protective Equipment) and shall be worn every time they are entering the site.

Impervious gloves and barrier cream should be used when handling these products.

Eye protection should be worn. If accidental eye contamination occurs, wash thoroughly with plenty of water and seek medical advice.

If the product contacted with skin occurs, it must be removed before curing takes place. Wash out with an industrial skin cleaner followed by plenty of soap & water.

The Safety Supervisor / Safety Officer shall ensure the workers understand the safety regulations and explain in detail in particular hazards, where the workers are working and the precaution to be taken their safety.

  5.2  Environmental

All workers shall educate on good environmental management practices and well-disciplined to environment.

The garbage bin shall be provided at the working area and Supervisor shall ensure its must be collected regularly and disposed-off at the approved dumpsite.

Safety team shall ensure that no open burning of construction or domestic wastes is practiced.

All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

Spillage of component products should be absorbed onto earth, sand or other inert material and transferred to a suitable vessel. Disposal of such spillages or empty packaging should be in accordance with local waste disposal authority regulations.

Method Statement -Water Reticulation Works

1.0               INTRODUCTION

This work method statement covers the water reticulation works at (your project name).

2.0               SCOPE OF WORKS

The works to be carried comprise of:

a)                  Clearing and preparing the ground for laying the 100mm dia. HDPE main pipe and constructing all ancillary works.

b)                  Excavating and preparing trenches and foundations to receive the main pipe, pipe piers or supports, chambers and other ancillary works including backfilling and disposing of excess spoils.

c)                   Construction pipe piers or supports, anchor blocks and chambers.

d)                  Supplying, laying and jointing pipes, specials, valves and other fittings.

e)                   Pressure test of installed pipes and necessary fitting.

All works shall comply with the requirement of Local Authorities and where required the plumber responsible for the execution of the work shall be a licensed plumber. The Contractor shall execute the works in strict conformity with the approved plans and shall arrange for the necessary formalities to be complied with.

3.0          WORK SEQUENCE FLOW

4.0          PREPARATORY WORKS

Obtain relevant approved construction drawings, shop drawings and materials from client / client’s representatives. Submit Request for Work Inspection to inform consultant before proceed the work. Since the approved material received to site, all materials are to be inspected and possible damages must be reported on the delivery note.

                                                                                                                                               

5.0          METHOD STATEMENT

5.1          SURVEY, SETTING OUT AND EXCAVATION OF TRENCH

The Contractor shall excavate to the line and levels as shown in the drawings, or as directed by E.R. The Contractor shall carry out all excavations in such manner and order as approved by the E.R and in whatever material as may be found. All excavations shall be carried out to the required lengths, widths, depths, inclinations or curvatures as may be necessary for the proper construction of the works or as shown on the drawings. All excavations shall be sufficient to provide for the necessary working space.

The bottom of all excavations shall be carefully trimmed and levelled, well rammed and consolidated to ensure good solid foundations. Before commencing the excavation of pipe trenches, the routes of the pipelines shall be pegged out accurately.

Where the pipes are to be laid on a concrete bed, the width of the excavation at the bottom of the trench shall be the width of the underside of the concrete bed.  The trench shall be excavated to the depths intended or shown in the drawings and shall be finished and trimmed accurately to level.

The Contractor shall lay sand since the trench is ready to receive the pipe. The bedding detail shall refer to the drawing.

5.2          LAYING PIPES AND FITTINGS

All pipes and fittings shall be laid to the lines and levels shown on the drawings or as otherwise directed by E.R. Before any pipe is lowered into the trench, it shall be cleaned and re-examined for cracks and flaws. If undamaged it shall be placed in position ready for jointing.  After laying, the interior of pipes shall be carefully cleaned again to remove any debris, dirt, stones or other matter that may have entered during laying.

Where the pipe lines encounter obstruction of laying such as drain, a galvanised iron pipe shall be used for crossing across the drain and exposed.

5.3          BACKFILLING OF PIPE TRENCH AND COMPACTION

After the pipe laying has been approved by the E.R and before the pipelines are tested, only sufficient backfilling of the trenches to prevent ‘snaking’ and to maintain the pipes in position will be permitted, but all joints shall be left exposed. In backfilling pipe trenches, only approved materials free from stones or rocks or other hard materials shall be carefully spread along the trench bottom between the pipes and trench walls to a depth of about 150mm thick of the same materials shall be hand rammed. Further layers each of about 150mm thick of the same materials shall then be spread and rammed in the same manner up to the top of the pipes. It shall be placed in layers each of 150mm thickness and hand or mechanically rammed until the backfill is 300mm above the top of the pipes.

5.4          TESTING OF PIPELINE

The Contractor shall provide all necessary equipment and material required for the purpose of testing work.

Test shall be carried out in the presence of a representative from Consultant or Pengurusan Air Pahang Berhad if required. No pavement will be made for pipe laying until the mains have been satisfactorily tested.

Wherever a section of any pipe has been laid, jointed and backfilled, it shall be prepared for testing by sealing the both ends temporarily with end cap. The end cap shall be of cast iron or steel. The end cap at the lower end or the section of the main shall be fitted with a valve inlet pipe for use to fill the section of the main with water and the stop end at the higher end of the section of the main shall be fitted with a valve air release vent pipe.

The test pressure to be applied shall be approximately 1.5 times the working pressure with details as shown in the drawings or as directed by E.R.

In testing, the main shall be filled with clean water and after a period of 24 hours, the pressure shall be raised by pumping to the specified test pressure. Pumping shall then cease and after a period of 3hours or a pressure fall of 9m whichever is sooner, pumping shall be resumed and the quantity required to be pumped, in order to restore the test pressure, divided by the time, shall be measure of the rate loss.

The length of main under test shall be deemed to have passed the test if the leakage does not exceed 0.05litres per mm of internal diameter per 24hours per kilometre of pipe length. If this specified rate of leakage is exceeded, a thorough inspection of the section of the main shall be made. All leaks discovered shall be repaired and the section shall be tested again.

The section of the main to be test shall be filled with water and the water shall be introduced into the section of the main through the valve inlet in the stop end at the lower end of the section. During filling provision shall be made for the air to escape from all high spots in the section by properly installing all air valves and from the air release vent pipe in the stop end at the higher end of the section.

 6.0          SAFETY AND ENVIRONMENT6.1          Safety

1)            Safety induction to be conducted to all new workers that involved to this activity and safety tool box meeting shall be conducted every day to remind the workers about concerning the safety.

2)            All workers shall provide with proper PPE (Personal Protective Equipment) and shall be worn every time they are entering the site. Safety Officer / Safety Supervisor shall ensure all the workers wear all the safety equipment provided.

3)            Safety Officer / Safety Supervisor shall ensure that the activity shall carry out in a safe manner.

4)            All workers shall fully support and actively participate in all safety related activities and comply with all practicable safety measures.

5)            All workers shall be advised to report any accident or injury to supervisor and proper treatment to be obtained.

6)            The Safety Supervisor / Safety Officer shall ensure that the workers understand the safety regulations and explain in detail in particular hazards, where the workers are working and the precaution to be taken to ensure their safety.

7)            Proper and adequate provision of temporary signage’s and barricades at diversions and temporary haul road as necessary.

6.2          Environmental

1.            All workers shall educate on good environmental management practices and well-disciplined to environment.

2)            The garbage bin shall be provided at the working area and Supervisor shall ensure its must be collected regularly and disposed of at the approved dumpsite.

3)            Safety Officer/Supervisor shall ensure that no open burning of construction or domestic wastes is practiced.

4)                  All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

5)                  Open burning of construction and domestic wastes on the site premises are strictly prohibited.

Method Statement -Site Clearing

1.0 OBJECTIVE

     

To outline the method statements by which the site clearing is carried out. This work method statement covers the clearing works at (your project name).

2.0 SCOPE

This method statement shall apply for site clearing work in (the affected area) as per bill of quantities where it require to cut and uprooting the trees, clearing of bushes and cut the trees on the slope area.

3.0 REFERENCES

·                Construction Drawings

·                Project Specifications

·                Surveying Field Book

4.0 DEFINITIONS

       -Nil

5.0 RESPONSIBILITIES

·                Safety Officer/Supervisor

·                Site Engineer

·                Site Supervisor

6.0 MATERIALS

       -Nil

7.0 HANDLING AND STORAGE OF MATERIALS

       -Nil

8.0 PLANT, MACHINERY AND EQUIPMENT

·                Excavators

·                Lorries

·                Chainsaw

9.0 PREPARATORY WORKS

9.1      Obtain relevant approved construction drawings from client / client’s representative.

9.2      The site will be visited in order to acquaint nature, extent and practicality of the site clearing and temporary works. Surveyor shall take the existing ground and formation levels as required are correct.

9.2      Set out the location, center line, right of way and limits of works to minimize exposed areas and prevent additional clearing.

10.0 WORK METHODOLOGY

10.1    Where necessary, prepare access to the area to be cleared.

10.2    Shrubs, bushes and trees are cleared using excavators and bulldozers / other approved machineries.

10.3    All the cleared trees and shrubs are piled and placed at convenient places.

10.4    The cleared trees and shrubs are then loaded on to lorries and disposed at approved disposal site. Maintain records of disposal records at relevant inspection checklist.

10.5    Submit Request for Inspection Form for joint inspection and record joint measurement with client / client’s representative in Surveying Record Book.

10.6    On completion of joint inspection, request client / client’s representative to sign on the Request for Inspection Form and file as per Project Filing Index.

10.7    Carry out computation and submit for claim.

11.0 TRAFFIC MANAGEMENT AND MONITORING

11.1 Maintenance of Existing Roads, Footpaths and Service Drains, Etc.

The construction team shall maintain all existing site excess, roads, footpath, service drain, etc. and reinstate any damage caused by any reason whatsoever during the progress of the works.

It will be the Safety Officer/Supervisor’s responsibility to ensure that ingress and egress to the site are kept free from obstruction brought about by the work on this site and in no way shall cause hindrance to traffic or ancillary works either by his own vehicles or by his work people, material, etc.

12.0 SAFETY PROGRAMME

12.1    Temporary Works and Public Safety

The Safety Officer/Supervisor shall be responsible for submission of plans and drawings to the relevant Authorities for the construction of all the necessary temporary drains and desilting pits, safety nettings for the works.

The Safety Officer/Supervisor shall provide adequate signboards at all strategic positions warning the public to keep away from the work site and erect temporary fencing and barriers where necessary around the site to prevent unauthorized trespassing during works.

13.0ENVIRONMENTAL PROGRAMME

All works should be carried out in accordance to best practice environmental management as defined in the EMP for the Construction Phase of the Muadzam Shah Cattle Research and Innovation Centre.

13.1    Site Access.

The access as well as the portion of public road and walkway connected with it shall be kept clean and safe at all time.

13.2    Temporary Work.

Existing drain shall be identified by contractor together with the flow of drain until discharge point in order to make use of it during clearing work. Silt trap shall be provided before any discharge of surface water within site towards existing drain. This work should be completed prior to the commencement of any site clearing activities.

Temporary earth drain shall be constructed along clearing area to retain the surface water from dismissal directly towards existing drain. Desilting work shall be carried out regularly and the existing drain will be maintained during site clearing work.

As the slope area will not be disturbed, the existing turf or grown grass shall be remain and only manually cut the grown trees without uprooting it. Plastic sheet /canvas will be provided on site on standby basis in order to be use as slope protection if necessary.

Any effluent discharges from the site must comply with the Third Schedule of the Environmental Quality (Sewage and Industrial Effulents) Regulation 1979.

13.3       Waste Management.

Any construction wastes, solid wastes and domestic wastes other than schedule wastes must be disposed off at the approved disposal site. On site compositing for biodegradable waste is allowable but land filling and open burning activities for the solid waste are strictly prohibited.

Method Statement -Anti-Termite

1.              1 .         OBJECTIVETo outline the sequence of activities, method and resources needed for the operation of

anti-termite soil treatment work.

Soil treatment to protect new buildings against subterranean termites attack should be carried out strictly in accordance with one of the reorganized international codes of anti-termites treatment practice.

2.         SCOPE

The work shall include all labour, material, equipment, safety requirement and services necessary for the execution anti-termite soil treatment work.

Anti-termite treatment is carried out under the Malaysian Standard code of Recommended Practice for soil Treatment of Protection of Building against Subterranean Termites. This code set out a recommended practice for the chemical treatment for the protection of building from attacks by subterranean termites. It includes reference to the chemical used, lay down minimum rates of application for usage and outlines procedures to be followed.

It covers the entire floor area including the aprons with a specially formulated chemical to create an impregnated unbroken barrier.

3.         MATERIAL

           

            Material to be used is as follows:-

               

                3.1          Anti termite chemical – Chlorpyrifos (Termi Force 21.2/Chemicide 75+)

4.         EQUIPMENTS & MACHINERIES REQUIRED

                Equipments and machineries to be used are as follows:-

4.1          Minimum: One (1) no. of power spray pump set (6.3)

                4.2          Minimum: One (1) no. of rubber glove

                4.3          Minimum: One (1) no. of safety glasses

                4.4          Minimum: One (1) no. of mask

4.5          Minimum: One (1) no. of 200 liter water tank

  5.         SITE PREPARATION WORK

5.1          The removal of free stamps, logs or roots from building site reduces the hazard from white ants. Similarly the sub-floor area should be kept free from all debris in which new colonies of termite might be established.

5.2          Anti-termite treatment should be carried out at the stage of the construction when the whole sub-floor area is readily accessible and there is little chance of subsequent soil disturbance, in general, this will be immediately before the slab is poured in case of lean concrete floor.

6.         WORK SEQUENCE AND METHOD

            6.1          Determine the location of the anti-termite treatment to lay (Silage Store).

62           Chemical Usage

               

6.2.1      Formulation – The latest anti-termite Chlorpyrifos with an active ingredient 21.2% which is recommended internationally for Termite Treatment.  It is suggested by Pest Control Association of Malaysia (PCAM) and approved by Pesticide Board of Malaysia.

6.2.2      Chemical Application

·         Rate of application (liters) – 1 liter of Chlorpyrifos : 40 liters of water (1:40)

·         Method of application (liters) – 4.5 to 5 liters of mixed termiticide per square meter.

6.3          Method of Spraying

·         Power spray with high pressure will be used to spray along perimeter of footing and ground beam/wall of the silage store and within built up area with a mixture of 1:40 as recommended by chemical manufacturer.

6.4       The anti-termite treatment shall be started when backfilling and compaction works for ground floor is completed.

6.5          Lean concreting for ground floor slab will start after impregnation the areas with the anti-termite chemical.

7.            QUALITY ISSUES

·      The anti-termite chemical shall be applied in accordance with the manufacturer’s recommendation and label instruction.

·         The minimum surface application rate shall be 5 L/m2 on all ground floors built-up areas including apron areas and also on all areas extending 1.0m beyond the perimeter drain all around the building.

·     The anti-termite chemical shall be sprayed on interfaces between the concrete ground beam and the hardcore at minimum rate of 1 litre per linear meter.

·     Treatment shall not be performed just before or after heavy rain unless the area to be treated can be physically protected as rain may cause leaching and run off before the anti-termite chemical has bound to the soil.

·         Immediately after spraying of chemical, all surface exposed to direct sunlight or rain shall be covered with the building concrete of polythene damp-proof membrane.

·       Upon completion of the entire job, the applicator will issue a warranty valid for TWO-(2) years starting from obtained of CPC. Under this warranty, we will provide quarterly inspections on the treated building. PRIMA PEST CONTROL AND SERVICES will undertake to treat any subterranean termite’s re-infestation without within the warranty period.

·     Any alteration or extension work to the existing building which may result breaching, bridging or bleaching of the treated soil laterally or vertically has to be notified to us for further consultation. Otherwise, the warranty is void and null.

8.         SAFETY ISSUES

·         Safety helmets and safety footwear should always be worn.

·         All soft spots or holes shall be identified and barricade if necessary.

·         Rubber glove, mask and safety glasses should always be worn.

·         The site shall be kept clear of unnecessary obstruction.

·         First aid kit boxes will be provided at site office.

·         During raining, no activities are allowed to work.

·         Unauthorized personnel are not permitted within the construction area.

·         All work will be done by in a safe working environment.

9.         ENVIRONMENTAL ISSUES

·         All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

·         Water from particular construction area shall be diverted into proper drain which is eventually empties into silt trap.

·         Domestic and construction waste from construction area must be collected into centralized garbage bin and disposed at the designated area.

Method Statement -Roadworks

1.0              OBJECTIVE

This Work Method Statement is to outline the apply and lay pavement for the road construction consisting of sub-base of granular material, road base of crusher run, asphaltic concrete binder course and asphaltic concrete wearing course.

2.0              SCOPE

This method statement shall apply for all roadwork. The intention of this work method statement is to give general guideline for the roadwork construction. Details of the procedures contained herein may be modified based upon actual ground condition and site requirements.

3.0              REFERENCES

•              JKR/SPJ/1988 Specifications Section 4

Spesifikasi Pembinaan Jalan

            •          Inspection Checklist for Roadwork

            •          Consultant’s Drawings & Specifications

4.0              MACHINERY & EQUIPMENT

            •          Paving Set                   •          Diamond Cutter          •          Backhoe

            •          Back pusher                •          Tipper Lorries             •          Total Station               

            •          Vibratory roller            •          Thermometer              •          Levelling Instrument

     5.0              MATERIAL

            •          Sand

            •          Crusher run

            •          Asphaltic Concrete Binder Course ACBC 28

            •          Asphaltic Concrete Wearing Course ACBC 20

            •          Bituminous Prime Coat

            •          Bituminous Tack Coat

6.0              CONSTRUCTION PROCEDURE

6.1              General

6.1.1        Before pavement construction can be allowed it is necessary for both the horizontal and vertical alignment to be joint inspection and confirmed by the Consultant.

6.1.2        Surveyor shall be using proper instrument total station and dumping level to mark on site which is visible and protected during work construction.

6.1.3        Pavement construction works shall only be allowed to commence on site upon the approval and acceptance of the sub-grade layer.

6.1.4        The Contractor shall counter check again the alignment and all dipping pegs and confirm with the Consultant prior to the permanent work.

6.2              Work Sequence Flow

Laying 100mm granular material sub-base

Laying 200mm crusher run road base

Laying 60mm Asphaltic Concrete Binder Course

Laying 40mm Asphaltic Concrete Wearing Course

 6.3              Preparation of Formation To Receive Road Pavement

6.3.1        The preparation of formation shall be carried out only after completion of piped or box culvert, services, utilities and ducts (if any) or any other drainage work that might affect the works, unless otherwise agreed by Consultant and such preparation shall be carried out immediately prior to the laying of the sub-base.

6.3.2        All the materials for sub base, road base, ACBC and ACWC shall be sent to nominated and approve laboratory to conduct necessary testing and to be comply with technical specification.

6.3.3        The surface of the formation shall be substantially uniform in density throughout its entire width and shall conform to the density requirements for compaction. Trial compaction to be conducted in order to determine the designated degree of compaction as required with a present of supervision consultant.

6.3.4        Other utilities crossing the road such as water mains and cables shall be protected before proceed the road base works. For example using lid for u-drain and G.I. conduit for cables.

6.3.5        It shall be trimmed to conform to the lines, camber, grades and typical cross sections shown on the drawings or as directed by Consultant.

6.3.6        The sample of earth to send to lab for MDD test for comparison of degrees compaction.

6.3.7        To conduct trial compaction to determine passes roller required.

6.3.8        Level pegging to be done at suitable distance for inspection.

6.4              Earth Formation

6.4.1        Where soft spots and unsuitable materials found, it shall be removed and backfilled with approved suitable material and compacted in accordance to the agreed rolling pattern.

6.5              Sub Base

6.5.1        The sub base material shall be hard, durable and clean. It shall be granular material and shall be free from organic material, clay balls, and any other deleterious substances.

6.5.2        The materials will be delivered to the site by tipper lorries and spread and leveled by means of a back pusher for the full width of the pavement. The material shall be filled and compacted to the required thickness as specified in the drawing.

6.5.3        Compaction of the sub base layer shall be carried out by using vibrating roller to achieve relative dry density as per specification.

6.5.4        Alignment, level and surface regularity will be checked in accordance to Technical Specification.

6.5.5        The final surface of granular sub base layer shall be regulated and trimmed by back pusher to the required level and cross fall within the specified vertical tolerances. Compaction work will be done using roller compactor.

6.5.6        Field Density Test (FDT) or CBR Test on the subgrade shall be carried out according to the specification.

6.6              Laying Road Base Material

6.6.1        The crusher run road base to be placed on top of the sub base shall consisting of crushed aggregate laid in layers each of thickness not exceeding 200mm and to give the specified total compacted thickness and width, correct line and levels shown in drawings.

6.6.2        The material shall be crushed rock of hard durable particles or fragments of rock crushed to the correct size, well graded and lie within the following grading limits specified in the specification.

6.6.3        Care shall be taken to prevent segregation of the material into the coarse and fine fractions.

6.7              Bituminous Prime Coat and Tack Coat

6.7.1        An approve bituminous prime coat which is submitted through material submission shall be applied to the top of the completed crusher run base course before laying the asphaltic concrete binder course.

6.7.2        The surface shall be cleaned immediately prior to the application of prime coat. The bituminous shall be applied by means of a distributor at suitable rates but not to be less than 0.435 liters per sq meter. SS1K using for prime coat while RS1K using for tack coat.

6.7.3        The surface of the dense asphaltic concrete binder course shall be cleaned immediately prior to the application of an approve tack coat. The bituminous shall be applied by means of a distributor at suitable rates but not to be less than 0.35 liters per sq meter.

6.7.4        The prime coat shall be sprayed well in advance and leave for 24 hours for curing.

6.8              Asphaltic Concrete Surfacing

6.8.1        General

The surfacing shall be two courses and shall comprise of asphaltic concrete binder course and Asphaltic concrete wearing course and lay in accordance with BS 1621. The two courses shall be constructed to the width and thickness after compaction as shown in the drawing.

   6.8.2        Material

1)      Course Aggregate

Course aggregate shall be hard un-weathered, durable, clean crushed rock, angular in shape, free from dust and tested in accordance with the methods described in B.S. 812.

2)      Fine aggregate

Fine aggregate shall be approved clean natural bank, river, dune, pit or quarry sand produced in a secondary plant. They shall consist of hard, non-absorbent sharp grains and shall be free from clay, loam, loosely bounded aggregations and other foreign matters.

3)      Filler

Filler shall be either Portland Cement complying with B.S. 12 or limestone, having a bulk density in Toluene.

6.9              Asphaltic Concrete Binder Course, ACBC 28

6.9.1        ACBC 28 mix will follow the approved mix design and trial mix.

6.9.1.1             The aggregates shall be surface dry and shall be mixed at an appropriate temperature. The mixed material as delivered to the laying site shall be between 140 degrees Celsius to 160 degrees Celsius.

6.9.2        Laying Procedure

6.9.2.1                          Work shall commence on site upon approval and acceptance of the road base.

6.9.2.2                          The surface to receive the asphaltic concrete binder course shall be free of all damage, loose materials and standing water by sweeping.

6.9.2.3                          Prime coat of approved bitumen emulsion shall be applied as per Specifications on the prepared surface prior to lay of the asphaltic binder course.

6.9.2.4                          The asphaltic concrete binder shall be plant mixed with approved bitumen content.

6.9.2.5                          The approved asphaltic concrete binder course shall be delivered to site by tipper trucks. To prevent the loss of heat, the mixture shall covered by tarpaulin.

6.9.2.6                          The asphaltic concrete binder course shall be laid by a paver in single layer.

6.9.2.7                          Compaction shall be carried out using the specified equivalent type of compactors. Rolling shall always commence from the lower to the higher side of the carriageway. The minimum rolling temperature shall be 80 degrees Celsius.

6.9.2.8                          The surface of asphaltic concrete binder course shall be finished to the line and grade as required by the Drawings.

6.10          Asphaltic Concrete Wearing Course ACWC20

6.10.1    ACWC 20 mix will follow the approved design mix and trial mix.

6.10.1.1                      The aggregates shall be surface dry and shall be mixed at an appropriate temperature. The mixed material as delivered to the laying site shall be between 140 degrees Celsius to 160 degrees Celsius.

6.10.2    Laying Procedures

6.10.2.1                    Work shall commence on site upon approval and acceptance of the asphaltic concrete binder course.

6.10.2.2                      The surface to receive the asphaltic concrete wearing course shall be free of all damage, loose materials and standing water by sweeping.

6.10.2.3                      Tack coat of approved bitumen emulsion shall be applied as per Specifications on the prepared surface prior to lay of the asphaltic wearing course.

6.10.2.4                      The asphaltic concrete wearing shall be plant mixed with bitumen content.

6.10.2.5                      The approved asphaltic wearing course shall be delivered to site by tipper trucks. To prevent the loss of heat, the mixture shall covered by tarpaulin.

6.10.2.6                      The asphaltic concrete wearing course shall be laid by a paver in single layer.

6.10.2.7                      Compaction shall be carried out using the specified equivalent type of compactors. Rolling shall always commence from the lower to the higher side of the carriageway. The minimum rolling temperature shall be 125 degrees Celsius.

6.10.2.8                      The surface of asphaltic concrete wearing course shall be finished to the line and grade as required by the Drawings.

6.10.2.9                      Upon completion of laying and compaction, joint survey shall be carried out to check for compliance with the specified requirement.

6.10.2.10                  After all the above works is completed, the supervisor is to ensure that the site is to be tidied up and all excess materials are to be discarded away from the site.

6.11          Transporting

6.11.1    Bituminous materials shall be transported in clean vehicles and shall be covered over when in transit or awaiting tipping.

6.11.2    Every precaution is to be taken to avoid segregation of mixed materials and to ensure that they do not become contaminated with foreign matter.

6.11.3    In order to maintain satisfactory temperatures of materials in transit and to prevent undue loss of heat adequate precautions are to be taken to ensure that the materials are properly protected.

6.12          Laying

6.12.1    The mixed materials shall, as soon as possible after arrival at the laying site, be supplied continuously to the paver and laid without delay

6.12.2    Wherever practicable, road pavement materials having bitumen as the binder shall be spread, leveled and tamped by approved self-propelled pavers capable of laying to the required width, profile, camber or cross fall.

6.12.3    Immediately after any course is placed and before rolling is started, the surface shall be checked and all defects and irregularities in alignment, grade or texture corrected by the additional or removal of mixture.

6.13          Compaction

6.13.1    The compaction shall be compacted as soon as possible as rolling can be effected without causing undue displacement of the mixed material.

6.13.2    The rollers shall be fitted with beeper.

6.13.3    The materials shall be rolled in longitudinal direction from the sides to the centre of the carriageway.

6.13.4    For compaction, two times rolls pass by non-vibrate compactor prior to two times rolls pass by vibrate compactor. The roller shall weigh not less than 12 tonnes.

6.13.5    Eight times rolls pass compaction shall be carried out by tyre roller.

6.13.6    The last compaction shall be done by non-vibrate compactor.

7.0              Safety And Environment

7.1              Safety

7.1.1        Safety induction to be conducted to all new workers that involved to this activity and safety toll box meeting shall be conducted every day to remind the workers about concerning the safety.

7.1.2        All workers shall be provided with PPE (Personal Protective Equipment) and shall be worn at all time on site. Safety Manager / Safety Supervisor shallensure all the workers wear all the safety equipments provided.

7.1.3        All workers shall be advised to report any accident or injury to supervisor.

7.1.4        Proper and adequate provision of temporary signage’s and barricades at diversions and temporary haul road as necessary (if applicable).

7.2              Environment

7.2.1        All workers shall educate on good environmental management practices and well disciplined to environment.

7.2.2        The garbage bin shall be provided at the working area and Supervisor shall ensure its must be collected regularly and disposed off at the approved dumpsite.

7.2.3        All workers shall ensure that all tools and equipment machinery are in good condition to avoid any oil leakage that could harm to environment.

Gbi

Gbi mtg 27.3.14 and actions.

Good photos of (with title and date taken/pl use office camera):

1. Central waste depository , clearer pic, close up dgn signages.

2. Cut steel , reinforcement dlm bin

3. Extracted steel from cut/crushed pile susun separately.

4. Reorganize unused formwork, yg dah rosak kumpul 1side utk dijual.

5. Wooden crates atau brick pallets- susun utk supplier ambil balik and dapatkan supporting letter dr supplier yg d.org reuse for next delivery)

6. Bawa balik test cubes, lebihan concrete yg jatuh, kumpul utk guna sbg hardcore.

7. Formwork. Pictures dated while recycle process or marking at site

8. Kalsa brick… serpihan atau yg kecik2 tu kat mana kita nak guna. Yg ni rasenya boleh start kumpul and locate kat 1 tempat mana2 yg pecah atau serpihan2 tu.

9. Later... ceiling queen.. kumpul setempat, supplier akan ambil balik dan bg kita rekod. Yg ni sally kena dptkan Surat dr supplier.

10. Cement bags..yg ni pon da boleh start practise collect bags ni. (Yg dah guna ada mana?)

11. Paint jotun container (plastic) atau tin..

12. Plastic wrappings yg jenis bubble, dari apa2 material atau machine delivered to site. Buyer kn bg surat reuse...

Other tasks:
A. Fair on cladding.. Td vejay mention chong ada surat supporting for mr2

B. Full List of name of supplier details

C. Video and pictures ke tempat pelupusan 1 or 2 acty cukup. Yg lain support dgn gambar2 cukup.

D. Estimate of reuse material from Form MR 1.

E. Semua green material abv ada bukti timbang dan rekod.

F. Rekod formwork that we reuse is good already.

Target to compile pictures (what is readily available now) by next Monday.