CONTRACTOR’S
METHOD STATEMENT
FOR
DOMESTIC COLD AND HOT WATER SUPPLY PIPES (GALVENIZED AND PPR-C)
CONSTRUCTION OF RECEPTION AND REMOVAL CENTERS PROJECT
CONTRACT AGREEMENT
…………………….
REVISION DATEORIGINATOR
Contractor Technical
REVIEWED
Supervisor’s
Represantative
APPROVED
Contractor
QA
APPROVED NAMES
Page 1
i) TABLE OF CONTENTS
1. TITLE
2. SCOPE OF WORK
2.1 General Description
2.2 Plant and Equipment
2.3 Materials
2.4 Site planning and preparation
2.5 Work Methodology of PPRC piping
2.6 Work Methodology of Galvenized piping
2.7 Organization, Responsibilities & Supervision
2.8 Work Force
3. HEALTH & SAFETY
3.1 Risk Assessments
3.2 Contractor Requirements
3.3 Protective & Safety Equipment
3.4 Contractual Requirements
3.5 Information to personnel
3.6 Emergency Procedures
3.7 Permit Requirements
4. ENVIROMENTAL ISSUES
4.1 Environmental Impact assessment
4.2 Contractor Requirements
4.3 Contractual Requirements
4.4 Emergency Procedure
5. QUALITY ASSURANCE
5.1 Contractual Requirements
5.2 Critical works
5.3 Inspection & Testing
5.4 Follow up & Evaluation
6. APPENDICES
Attachment # 1 Job Hazard Analysis / Risk Assessment
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1. TITLE
ABOVEGROUND DOMESTIC COLD AND HOT WATER PIPES & ACCESSORIES
INSTALLATION
2. SCOPE OF WORK
2.1. General Description
The scope of this method statement is to define the general procedure that will be
followed for the installation and testing of aboveground galvanized and ppr-c piping.
References
Division 6: Mechanical Works, Section 6-1 Basic mechanical materials and methods.
Division 6: Mechanical Works, Section 6-2 Hangers and supports.
Division 6: Mechanical works, Section 6-3 Mechanical identification.
Division 6: Mechanical works, Section 6-15 Water distribution piping.
6.B.04 Galvenized steel pipe
6.B.07/8 PPR-C cold and hot water pipe
Drawing No. RC-GAZ-UP-SIH-12 & RC-VAN-UP-SIH-12
2.2. Plant and equipment:
The following equipment shall be utilized for aboveground domestic water pipes installation:
EQUIPMENT/ TOOLS PURPOSE
Hacksaw Cutting of materials
Round File and abrasive papers Reaming of piping
Electric pressure testing pump Pressure test of piping system
Pipe shears Cutting of PPR-C piping
PPR-C welding machine Joint piping
Threadings machinesCutting and threading for galvanized piping
Electric drills Drilling of holes in ceiling and walls
Screw drivers-pliers-Wrenches-hammers-spirit level
Multipurpose hand use
2.3. Materials
2.3.1 General
2.3.1.1 Approved galvanized and PPR-C water pipes & fittings.
2.3.2 Delivery, Storage and Handling
2.3.2.1 Package materials for land transport, as applicable, in a manner that
prevents damage, deterioration or contamination in transit.
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2.3.2.2 Materials delivered to site to be Inspect and stored on site in enclosures or
under protective coverings.
2.3.2.3 Pipes, fittings and piping specialties to be protected from moisture and dirt.
2.4. Site Planning & Preparation
2.4.1. General requirements
All material received at site shall be inspected upon receipt in accordance with
“Materials Control Procedure”.
2.4.2. Traffic Management
2.4.3.1 Safety officer shall coordinate logistics’ and material movement through site
from one section to another following the directions shown on the facilities
layout. The instruction to proceed for any heavy vehicle shall be
established once the road coordination between the vehicle operator,
safety officer, and the construction supervisor has been finalized. No heavy
vehicle movement to commence within the site area until agreed checks
have been made and signed off by the responsibility personnel through
check sheets developed by CCIC.
2.4.3.2 The maximum speed inside the construction areas shall be restricted to 40
KM/h.
2.4.3.3 The entrance of heavy vehicles shall be restricted to the main gate and
shall be coordinated through banks men allocated to every trailer of critical
loading as long as it is operational.
2.4.3.4 The supervision team shall enforce the application of mounted crackdown
for controlling traffic flow inside the yard consisting of deploying directive
signs at potentially hazardous locations such as the main entrance, exit of
the warehouse, etc., safety boards and notices, flagmen, and the
necessary staff to pull out the job safely without compromising the welfare
of personnel, property, and material.
2.4.3.5 The route to be followed for transporting material from and to the dumping
area.
2.4.3. Further Provisions
2.4.4.1 Loading and unloading of material into lay down areas shall be done in the
presence of the safety officer, riggers, and the general foreman. The
working area shall be barricaded and entry shall be only permitted to
concerned personnel.
2.4.4.2 Communication at site shall be effected through GSM lines. Toolboxes and
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safety awareness talks shall be observed at site before initiating critical
activities to properly communicate to the working level all the hazards
involved.
2.4.4.3 All permits and certificates shall be prepared, submitted in due course, and
received before commencing the work at site including hot work permit,
cold work permit, confined space permit, and vehicle entry permit
2.4.4.4 All works shall be coordinated with interfacing contractors and additionally
permits shall be obtained before commencing the work at site.
2.5. Work Methodology
In order to install domestic PPR-C cold and hot water piping, the following work
sequence to be implemented:
2.5.1 Get welding machine and suitable welding sockets ready. Sockets should be
cleaned before assembly.
2.5.2 Turn on the welding machine by setting it to 260 C. You can start welding when
termostat light turns off when it reaches to 260 °C.
2.5.3 Be careful to have the welding surfaces of pipes and fittings clean. If needed, the
surfaces should be cleaned with alcohol and dry with a clean cloth.
2.5.4 Pipes should be cut to appropriate measurement and vertical to pipes axis.
2.5.5 Te height of the pipe's welding area should be equal to the depth of the welding
and should be signed. Longer lenght can cause smaller radium and accumulation,
shorter lenght can cause space and less welding area.
2.5.6 The pipe and fittings inserted info the welding socket should not be turner.
2.5.7 The heating time should be calculated according to the table at the right side.
2.5.8 Pipe and fittings should be heated at the same time, at the end of the heating time,
should be removed from the sockets at the same time rapidly and connectes in the
same axis without turning but pusting to each other.
2.5.9 After theconnection, wait till the cooling time.
2.5.10 Heating time (If ambient temperature is below +5°C, heating duration must be
increased at a rate of 50%)
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External
Diameter
Heating
Duration
(sec.)
Welding
Duration
(sec.)
Cooling
Duration
(sec.)
20 5 6 2
25 7 10 2
32 8 10 4
40 12 20 4
50 12 20 4
63 25 30 6
75 30 30 6
90 40 30 6
2.5.11 Support PPR-C pipes with the following maximum horizontal and vertical spacing
Nominal Diameter
(Inch)
Length ( m.)Rod Size (mm)
Horizontal Vertical
20 0,9 1,5 10
25 0,9 1,5 10
32 1,2 1,8 10
40 1,2 1,8 10
50 1,2 1,8 10
63 1,2 1,8 13
75 1,2 1,8 13
90 1,2 1,8 13
100 1,2 1,8 16
125 1,2 1,8 16
In order to install galvanized steel piping, the following work sequence to be
implemented:
2.5.12 Check the pipe length required based on the approved drawings and installation
area.
2.5.13 Mark the desired length on the pipe and cut it by using a hacksaw or threadings
auto. machines. Make sure the pipe is perpendicular to cut.
2.5.14 Place the pipe in the threading auto machine and thread it accordingly. Make sure
the thread of the pipe is in good condition.
2.5.15Follow to the below table for threading lenght ( TS 301)
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2.5.16 Remove the oil from the pipe end after the threading procedure and wrap it with
hemp (clockwise direction).
2.5.17 Install the pipe to the screw fitting.
2.5.18 Support Steel pipes with the following maximum horizontal and vertical spacing
Nominal Diameter (Inch) Length ( m.) Rod Size (mm)
½” 2,1 6,4
¾” 2,1 6,4
1” 2,1 6,4
11/4” 2,7 10
11/2” 3,0 10
2” 3,0 10
21/2” 3,4 10
3” 3,7 10
4” 4,3 13
5” 4,7 13
6” 5,2 13
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Nom
.
Dia
.
Inch ½” ¾” 1” 11/4” 11/2” 2” 21/2” 3” 4” 5” 6”
mm 15 20 25 32 40 50 65 80 100 125 150
Scr
ew
Leng
th mm 15 16,3 19,1 21,4 21,4 25,7 30,2 33,3 39,3 43,6 43,6
2.5.19 Details of pipe sleeve should be as follow( refer to 2.1);
Detail 1(pipe sleeve through floor) ;
Detail 2 (pipe sleeve for bare pipe through wall-above grade);
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Detail 3 ( pipe sleeve for insulated pipe through wall-above grade);
Detal 4 (pipe through exterior wall or foundation wall);
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2.5.20 Table for sleeve diameter pipes passing through wall;
Pipe Diameter Domestic Water Chilled Water Hot Water F.C. CondensateGeneral Pipe Un-
insulated
Nomi
nal
Out.
Dia.
Ins.
Out.
Dia.
Pipe
Sleeve
Ins.
Out.
Dia.
Pipe
Sleeve
Ins.
Out.
Dia.
Pipe
Sleeve
Ins. Out.
Dia.
Pipe
Sleeve
Ins.
Out.
Dia.
Pipe
Sleeve
½” 21 61 Ø80 81 Ø100 81 Ø100 41 Ø100 21 Ø25
¾” 27 67 Ø80 87 Ø100 87 Ø100 47 Ø100 27 Ø32
1” 34 74 Ø80 94 Ø110 94 Ø110 54 Ø110 34 Ø40
1 ¼” 42 82 Ø100 102 Ø110 102 Ø110 62 Ø110 42 Ø50
1 ½” 48 108 Ø100 108 Ø110 108 Ø110 68 Ø110 48 Ø65
2” 60 120 Ø125 120 Ø125 120 Ø125 80 Ø125 60 Ø75
2 ½” 76 136 Ø150 136 Ø150 136 Ø150 96 Ø150 76 Ø90
3” 88 148 Ø175 148 Ø175 148 Ø175 108 Ø175 88 Ø110
4” 114 174 Ø200 174 Ø200 174 Ø200 - - - Ø125
5” 140 200 Ø225 220 Ø250 240 Ø250 - - - Ø160
6” 165 225 Ø250 245 Ø250 265 Ø300 - - - -
8” 220 - - 300 - 320 - - - - -
2.5.21 Testing:
2.5.21.1 Fill piping with water. Check components to determine that they are not air
bound and that piping is full of water.
2.5.21.2 Test for leaks and defects in new piping and parts of existing piping that
have been altered, extended or repaired. If testing is performed in
segments, submit separate report for each test, complete with diagram of
portion of piping tested.
2.5.21.3 Leave uncovered andunconcealed new, altered, extended or replaced
water piping until it has been tested and approved. Expose work that was
covered or concealed before it was tested.
2.5.21.4 Cap and subject piping to static water pressure of 345 kPa above
operating pressure. Without exceeding pressure rating of piping system
materials. Isolate test source and allow to stand for 4 hours. Leak and loss
in test pressure constitute defects that must be repaired.
2.5.21.5 Repair leaks and defects with new materials and retest piping or portion
thereof until satisfactory results are obtained.
2.5.21.6 Since all testing of pipes must be successfully completed prior to insulating
any part of a joint, coordinate placement schedules with the Engineer to
ensure that all specified pipe testing has been completed prior to material Page
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placement.
2.5.21.7 Prepare reports for tests and required corrective action.
2.5.22 Apply mechanical insulation for pipe joints, fittings and valves
2.6. Organization, Responsibility and Supervision
It is the responsibility of all personnel involved in the aboveground mechanical works to
implement this method statement as stated hereinafter. This shall be conducted in
collaboration with the attached manufacturer’s recommended installation Procedure and
risk assessment
2.6.1 MEP Manager shall be Responsible to:
Implement and maintain a successful completion of the work.
Communicate this method statement to all supervisors and employees.
Provide them with the information they need to carry out their
responsibilities.
Enforce the application of this document once it has been effectively
communicated to employees.
2.6.2 Site Engineer shall be Responsible to:
Ensure that this method statement is being implemented correctly.
Ensure that sufficient resources are allocated to enable full compliance
with this document.
Ensure that all construction works are being carried out as per project
specifications and approved drawing.
Ensure that the works are performed in accordance with the contract
specification and within the time and cost limits.
Responsible to keep all his personnel fully aware of the quality control
principles and he shall provide all support to the project Quality Control
Department.
Responsible for the quality of work carried out by all site personnel
under his control including sub-contractors and suppliers.
Follow up and update the construction program.
Control of requisition, provisions of construction material.
Control of technical issues – review of technical submissions.
Interpreting contract drawing and specifications and being familiar with
all provisions of the contract and any revisions or amendments.
Records and control of production documentation.
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Ensure that staff under his control areas are experienced and trained
in their relevant disciplines.
2.6.3 QC Engineer shall be Responsible to:
Ensuring that all inspection and test report pertaining to everyday work
activities are submitted to the Engineer.
Review of all test reports.
Co-coordinating with other QC disciplines, as necessary.
2.6.4 QA/QC Inspector shall be Responsible to:
Ensure the proper implementation of contractor / subcontractor quality
system and maintain overall quality of the work on day-to-day basis.
Maintain all quality records.
Conduct inspections and monitor the required tests.
Determine and report any non-conference and recommend corrective
action.
Recommend stop work order if required, subject for evaluation of the
main Contractor and for the approval of the Engineer.
Check compatibility between production process, test procedure and
the applicable documentation through review and circulation of the technical and
administration document related to the various activities.
Ensure that all personnel to be fully aware with all quality requirements
and application for all quality documents as relevant to their discipline.
Ensure appropriate supervision control of all work activities so that all
quality related operations are effectively covered.
Training of relevant personnel.
2.6.5 Supervisor / Foremen:
Assist the QA/QC site engineer to execute and maintain overall quality
of the work on day-to-day basis.
Directly be in charge in the execution of activities and act as the
immediate supervisor.
Ensure also that the working area is safe for the workers and
equipment.
2.6.6 Safety Officer:
Ensure that toolbox talks are conducted as per HSE plan.
Assist in the implementation of this method statement.
Provide the required training for the site personnel involved.
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Ensure availability of all required tools to maintain a safe work place.
Ensure compliance with procedures with respect to equipments and
related certification and permits.
2.7. Work Force
Manpower allocated to this job will be as follows:-
- 1 Safety Officer
- 1 Mechanical Foreman
- 1 Charge hands
- 1 Pipe Fitters
- 2 Assistant Pipe Fitters
- 1 Plumbers
- 2 Plumber Assistant
3. HEALTH & SAFETY
The following provisions come into effect under this section:
Risk Assessment
Contractor Requirements
Protective and Safety Equipment
Contractual Requirement
Emergence Procedures
Permit Requirement
3.1 Risk Assessment
A risk assessment analyzing potentially high risk involving activities as per the attached
risk assessment
3.2 Contractor Requirements
3.2.1 All equipment shall be operated and maintained by qualified personnel.
3.2.2 All necessary barricades, safety notices, safety tools, and warning devices shall
be clearly displayed at site.
3.2.3 The work site shall be kept in a clean and tidy condition. All waste disposals shall
be done on the spot.
3.2.4 All combustible waste material shall be disposed off immediately and shall not be
allowed to accumulate at site.
3.2.5 All combustible material for usage shall be stored properly away from direct
sunlight under sheds and shall be regularly inspected for defects.
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3.2.6 All work shall be undertaken in accordance with Project Safety Plan and Safety
Instructions and all individual operations shall be set up and expatiated to ensure
that they comply with Safety Requirements.
3.2.7 All drivers and operators shall undergo a driving defensive course.
3.2.8 Rest shelters made by scaffolding and covered with tarpolen to be available at
working area.
3.2.9 All necessary shall be used in accordance with safety rules and regulations
3.2.10 All tools and machines shall be color-coded and regularly inspected for repair and
maintenance by staff.
3.3 Protective and Safety Equipments
3.3.1 Safety Helmet
3.3.2 Safety Goggles
3.3.3 Safety Boots
3.3.4 High Visibility Vest
3.3.5 Hand Gloves (whenever required)
3.3.6 Ear Plugs (whenever required)
3.3.7 Ear Muffs (whenever required)
3.3.8 Face Shield (whenever required)
3.3.9 Safety Harness (whenever required)
3.4 Contractual Requirement
This procedure shall be implemented in conjunction with the provisions of Safety Plan,
project security, and other relevant procedures.
3.5 Information To Personnel
Safety knowledge shall be disseminated through:
3.5.1 Safety induction course
3.5.2 STARRT UP Card
3.5.3 Safety toolbox talks
3.5.4 Training courses
3.5.5 Group discussions of method statement & Job Hazard Analysis
3.5.6 Safety bulletin board notices
3.5.7 HSE officers’ instructions at site
3.5.8 Distribution notices
3.5.9 Engineer, General Foreman, and Foreman,
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Dissemination of safety information shall be exercised by enforcing the application of
edifying approaches at site that culminates in the full comprehension of the job hazard /
risk assessment.
3.6 Emergency Procedures
Prior to initiating any activity at site, hazards involved in every activity shall be expatiated
to workers and recorded through the STARRT UP Card and through toolbox talks.
Training courses shall be conducted whenever required by trained HSE personnel to the
concerned staff and workers and mitigation methods shall be explained.
Upon the declaration of an emergency state, the following steps shall implement:
Incident Initial Response
Incident Control and Mitigation Measures
Further Response Actions
Contingency Plan
Hazard Disposal and Sanitation
3.6.1 Only responsible and trained personnel such as the area supervisor
(engineer or general foreman) or the safety officer shall assume control over the
situation and shall attend immediately to the emergency location.
3.6.2 Only the area supervisor or the safety officer shall take provisional
and remedial actions to rectify any damage and to further prevent any potentially
unseen damage from occurring.
3.6.3 The foreman and charge hands shall be readily awaiting instructions
of the area supervisor and the safety officer to act and deliver manpower or
equipment to assist in controlling the hazard.
3.6.4 The area supervisor or the safety officer shall activate the emergency
evacuation horn.
3.6.5 All uninvolved staff shall evacuate the scene location to the
designated muster point shown on the site layout attached
3.6.6 The area supervisor shall readily receive the headcount form every
foreman at site and shall assess the situation.
3.6.7 In case the sufferer needs medical attention, transportation shall be
arranged at once to transport him to a hospital.
3.6.8 Based on the assessment of the area supervisor, the emergency
team can be called in for duty which consists of first aiders, paramedics,
ambulance car, etc...
3.6.9 The project management at this time shall be alerted and given the
available feedback from site.Page
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3.6.10 The fire-fighting department may be called in, in case there is a fire at
site.
3.6.11 The scene location shall be cordoned off and entry or evidence
manipulation shall be interdicted and a full time watchman shall be assigned
there for that purpose.
3.6.12 The area supervisor shall chair a meeting to investigate the causes
and instigation of such accident and generate his report to the project manager.
3.6.13 The safety officer after reporting to the manager shall organize a
committee and conduct a full-fledged investigation and raise a report to the
project manager
3.6.14 Based on the input at hand, the Project Manager shall generate an
official report to describing the facts that took place attaching any documentation
that may serve that purpose.
Contingency Plan: Manpower, machinery, and equipment shall be readily
under the disposal of the area supervisor / response controller and shall
include:
Labourers, Manpower, pipe fitters, etc.
Earth moving equipment
Submersible pumps with accessories
Sand bedding
Fire blankets and fire extinguishers
Power tools
Water stored in stand by tanks
Additional safety tools
Communication means and transportation means
Hazard Disposal and Sanitation: Only upon the receipt of instruction to clear,
the cleaning team shall resort to approved procedures of waste disposal. The
team pulling out this job shall be trained and professional. Sanitation
procedures shall be applied in a later stage to sterilize the environment if
required and restore the site to it previous condition. A go-ahead instruction
shall be given by the cleaning team, which signals the instruction to resume
works.
Attached activity risk assessment shall be a guiding reference to assist in the application
of this procedure.
3.7 Permit Requirements
Work permits shall be obtained prior to any work being carried out at site and work shall Page
16
commence in accordance with specific measures itemized on the work permit.
The safety officer shall advise the site engineer on ensuring that all operations are
carried out with due regard to the safety of all project personnel, property, as well as the
general public.
Required permits are:
3.7.1 Cold Work Permit if applicable.
3.7.2 Vehicle Entry Permit
3.7.3 Hot Work Permit, If Applicable
3.7.4 Hazardous Work Permit – Confined space entry, Lockout Tag out - If applicable.
4. ENVIROMENTAL ISSUES
4.1 Environmental Impact Assessment
Keeping the working environment cleared from all unnecessary waste and refuse material
requires the following provisions:
4.1.1 Waste Management
4.1.1.1 Wastes cannot be disposed off directly to landfills or to the sea
unless it meets the local regulatory authorities
4.1.1.2 Untreated sewage shall not be disposed off without treatment. At
site, it shall be confined in septic tanks and removed via sewage tankers
and disposed off in an approved location.
4.1.1.3 The emergency procedure described earlier shall be applied in any
case of chemical spillage
4.1.1.4 All chemicals and environmentally hazardous material shall be
isolated by storing them within bund walls on top of paving pads to prevent
any leakage into the water table.
4.1.1.5 In case of dewatering and unsuitable water is encountered, site
representative shall be immediately notified to advise further course of
action.
4.1.2 Noise Control
4.1.2.1 Use silencers for high noise generating equipments whenever possible
4.1.2.2 Regular maintenance of equipment and machinery
4.1.3 Dust Control
4.1.3.1 Regular water spaying on unpaved roads to avoid dust dispersion
4.1.3.2 Limiting the speed at site to 30 Km/h
4.1.3.3 Maintenance of roads whenever required to alleviate dust accumulation
4.1.4 Vehicles, Machinery, and Equipment Control
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4.1.4.1 Regular maintenance of vehicles, machinery, and equipment to avoid
excessive smoke emission
4.1.4.2 Loaded vehicles shall be covered with load over covers to minimize
fugitive dust and spillages during transportation.
The environmental impact assessment is intended to provide the contractor with a
guideline to better manage his waste in such a manner so as to prevent danger to
the health and safety of his employees, the public, and to minimize the impact on
the environment; that is why, shall devise plans and procedures to reduce the
volumes of unnecessary wastes that might be generated through its scope of work
on the project.
4.2 Contractor Requirements
Under this section, HSE Plan is the obliging document.
4.3 Contractual Requirements
Under this section, the local authority rules and regulation and Procedures shall be
applied.
4.4 Emergency Procedure
The following shall be applied in case of any emergency:
Incident Initial Response is discussed in section 3.6
Incident Control and Mitigation Measures is discussed in item 3.6
Further Reponses Actions is discussed in section 3.6
Contingency Plan: Manpower, machinery, and equipment shall be readily under the
disposal of the area supervisor / response controller and shall include:
Laborers, manpower, pipe fitters, etc.
Earth moving equipment
Sand bedding
Fire blankets and fire extinguishers
Power tools
Water stored in stand by tanks
Additional safety tools
Communication means and transportation means
Hazard Disposal and Sanitation: Only upon the receipt of instruction to clear, the
cleaning team shall resort to approved procedures of waste disposal. The team
pulling out this job shall be trained and professional. Sanitation procedures shall be
applied in a later stage to sterilize the environment if required and restore the site to it
previous condition. A go-ahead instruction shall be given by the cleaning team which
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signals the instruction to resume works.
Attached activity risk assessment shall be a guiding reference to assist in the application
of this procedure.
5. QUALITY ASSURANCE
5.1 Contractual Requirements
Quality control requirements shall be applied for structural and all safety, health, and
environmentally related items including foundations, sewer and water networks, etc.
5.2 Critical Works
Same quality controlling measures as above shall be adopted during critical works;
however, additional quality awareness shall be exercised to ensure that the quality
performance and outcome during critical activities does not impede progress. This can be
achieved through increasing the number of toolbox talks, seminars, induction courses,
training sessions, etc…
5.3 Inspection & Testing
The quality control procedure covers in detail the items of work to be inspected and
tested. The quality control procedure enable the personnel involved on frequencies of
these testing and inspections required relating to plumbing system installations.
Test for leaks and defects in new piping and parts of existing piping that have been
altered, extended, or repaired. If testing is performed in segments, separate report for
each test, complete with diagram of portion of piping tested to be submitted.
5.4 Follow up & Evaluation
Follow up on quality performance shall be carried out through in-house monitoring system
such as progress reporting to planning department, daily, weekly, and monthly reports
generated by planning department to closely monitor site performance in general and
reflect on quality performance in specific.
All the above shall be conducted in close coordination with the quality department to
monitor any deviations from the normal quality requirement and induce corrective actions
whenever required to eliminate non-conformance or quality deviations.
All remedial actions to be taken, if any, shall take into account the official schedule which
is to be used as a guideline for performance and most importantly under the close
supervision of the quality control department.
6. APPENDICES
Attachment # 1 Job Hazard Analysis / Risk Assessment
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