jabatan kerja raya a practical guide for environmental protection ...

Arahan Teknik (Jalan) 16/03; (Pindaan 2008)JKR 21300-0002-09JABATAN KERJA RAYAA PRACTICAL GUIDE FORENVIRONMENTAL PROTECTION &ENHANCEMENT WORKSCawangan Kejuruteraan Jalan & GeoteknikIbu Pejabat JKR MalaysiaPeti Surat 18 & 19, Menara Tun RazakJalan Raja Laut50350 Kuala Lumpur

GREEN MISSIONBeing the key implementing agency for governments‟ projects, Jabatan Kerja Raya (JKR)is committed and dedicated to steer the organization and safeguard the environment byadopting the following principles:-Natural resources protection and enhancementResource efficiencySustainable consumptionSustainable constructionAdherence to relevant laws and regulationsIn doing so, Jabatan Kerja Raya (JKR) is guided by their environmental managementsystem (ISO 14001 EMS) particularly during the construction stage to minimize andmitigate impacts to the environment through controlled site clearing, protection andmaintenance of slopes, waste minimization and management and compliance to legalrequirements.In moving forward, JKR is committed in ensuring that all projects are developed in asustainable manner, focus shall be given at planning stage in order to take into account theneed to identify and mitigate environmental impacts for developments in EnvironmentallySensitive Areas (ESAs) or within its vicinity. Protection of ESA is one of the key stepstowards protecting our country‟s natural resources.i

PREFACEIn line with the MS: ISO 14001 requirement, a continual improvement of the system mustbe done to ensure success and effectiveness of environmentally sustainable approach inconstruction. To produce a clear and comprehensive tender document, revision of JKRTender Documents on environment protection and enhancements has been done byitemising the environmental works into the Bill of Quantities to allow contractors to tendera realistic price. Arahan Teknik (Jalan) 16/03, produced in 2004, provided changes to theitems in the Tender Document with regards to the Condition of Contracts, Instruction toTenderers, Specification to Environmental Protection and Enhancements, Preamble to Billof Quantities, Need Statement, Bill of Quantities and Drawings.In 2006, a committee comprising multi-disciplinary personnel was set up to revise theArahan Teknik (Jalan) 16/03. Changes have been made in accordance to problemsencountered and inadequacies of the previous Arahan Teknik. The overall improvement isaimed to ensure contractors understand the application of the environment protectionworks that they have tendered in the Bill of Quantities. Notwithstanding the importance ofother technical agencies requirements to protect the environment, some parts have beenadded such as the preparation of Erosion and Sediment Control Plan (ESCP) andmanagement of disposal site for surplus material as part of the latest EIA requirements.Drawings of mitigation works have been revised and amended. The revised ArahanTeknik (Jalan) 16/03 is made applicable, not only to road projects, but to all projects inJKR. It is important that all parties involved in the construction industry, be made aware ofthe latest government requirements in environment protection to ensure our nation has thecapacity to be sustainable in the long term future.ii

ACKNOWLEDGEMENTThis revised Arahan Teknik (Jalan) 16/03 was prepared by a sub-committee comprisingthirty-seven (37) multi-disciplinary personnel as listed below:-(1) Ir. Cheong Pui Keng Pengarah, JKR Cawangan AlamSekitar dan Tenaga (CAST)(2) Dato‟ Ir. Dr. Hj. Roslan bin Md Taha Pengarah, JKR Negeri Sembilan(3) Ir. Hj. Abu Harith bin Shamsuddin KPPK, JKR CawanganKejuruteraan Senggara(4) Ar. Cik Lee Bee Chew Retired, (formerly Pengarah, JKRCawangan Alam Sekitar danTenaga.(5) En. Meor Mohamed Haris bin Meor Hussein KPP, JKR Perak (Jalan).(6) En. Muhamad Rahimi b Abdullah KPPK, Cawangan Kej. Jalan &Geoteknik(7) Pn. Hjh. Sujatiah binti Tamrin PPK, Cawangan Jalan(8) Pn. Hjh. Faridah binti Abdul Rashid KPP, Kementerian Kewangan(formerly JKR Cawangan Kontrakdan Ukur Bahan)(9) Tn. Hj. Abdul Rahman bin Idris KPP, JKR WPKL(10) Pn. Nor Shahrene binti Mohd Ibrahim KPP (Arkitek). JKR CawanganPengurusan Korporat(11) En. Amran bin Majid Juruukur Bahan, CawanganKejuruteraan Ukur Bahan(12) Pn Emmy Sherina binti Ismail Hashim Jurutera Senggara, JKR DaerahKuala Terengganu(13) En. Nasrollah bin Mohamad PP, (ECER)(14) En. Hamizan bin Husain PP, Cawangan Kej Mekanikal(15) En. Mohd Nor Rashidi bin Abd Jalil PP, Cawangan PengurusanKorporat(16) En. Mohd Aznan Shukri b Mohamed Safian Jurutera Bangunan, JKR HilirPerak(17) Pn. Nurazaini binti Mokhtar PPK, Jabatan Pengairan danSaliran(18) YM Raja Nur Ashikin binti Raja Zainal ERE Consulting Group Sdn. Bhd.(19) Pn. Geetha P. Kumaran Europasia Eng. Services Sdn.Bhd. & ENSEARCH(20) En. Romzi bin Mat Zainul ATZ Consult Sdn. Bhd. (formerlyHSSI S/B)(21) En. Shamsul Azhar bin Ismail Wiranda (M) Sdn. Bhd.(22) En. Mohd Zikri bin Azmi Wiranda (M) Sdn. Bhd.(23) En. Mohd. Khusairi b. Mohd. Isa KPP, CAST(24) Cik Siti Nor bt. Othman PP, CAST(25) Pn. Siti Noor Aiza bt. Abd. Aziz PP, CAST(26) Cik Nurazura bt. Ali PP, CAST(27) En. Azizul b. Hashim PP, CAST(28) Pn. Hawa Liza bt. Zahari PP, CAST(29) En. Khairol Nazri b. Abdul Khaiyom PP, CASTiii

(30) En. Mohd. Fauzie b. Ismail PP, CAST(31) Cik Aida Elyana bt. Jamil PP, CAST(32) En. Khairul Amir b. Isahak PP, CAST(33) En. Mohd. Amir b. Hashim PP, CAST(34) Pn. Noor Azizah bt. Majid PP, CAST(35) En. Mohd. Eikmal b. Ahmad PP, CAST(36) Pn. Zuraiha bt. Zainuddin@Abd Aziz PP, CAST(37) Pn. Izmazurin bt. Ramli PP, CASTFinally, the publisher wishes to express its gratitude to the above committee members fortheir valuable contributions and preparation of this guide.Published by:-Unit Standard & SpesifikasiBahagian Penyelarasan & Khidmat SokonganCawangan Kejuruteraan Jalan & GeoteknikIbu Pejabat JKR MalaysiaTingkat 14, Menara Tun RazakJalan Raja Laut50350 Kuala LumpurReproduction of any part from this publication may be made subject to dueacknowledgement of the source. However, the publisher does not accept any responsibilityfor any consequences arising from the use of the information within this guide.iv

A PRACTICAL GUIDE FOR ENVIRONMENTAL PROTECTION &ENHANCEMENT WORKSCONTENTSPAGECHAPTERS1.0 Introduction 12.0 Environmental Requirements 53.0 Contractual Requirements 144.0 Specifications 165.0 Method of Measurement 356.0 Bill of Quantities 717.0 Best Management Practices 828.0 Standard Drawings and Figures 91REFERENCES 104APPENDIX 1 105Standard Specifications for Building Works (2005 Edition):-SECTION A: PRELIMINARIES AND GENERAL CONDITIONSAND SECTION C: EXCAVATIONS AND EARTHWORKSAPPENDIX 2: Government Requirements (Need Statement) 111(Term of Reference) (For Design and Build Projects Only)APPENDIX 3: Standard Report Format for :- 120(i)(ii)(iii)(iv)Environment Management Plan (EMP)Environment Quality Report (EQR)Environment Management Audit Report (EMAR)Closure Audit Report (CAR)v

CHAPTER 1INTRODUCTION1

1.3 LimitationThis document may have limited use for costing and environmental protectionmeasures purposes in the preparation of Bill of Quantities (BQ) for Projects that aresubjected to the following:Detailed Environmental Impact Assessment Study (particularly for projects thatinvolve reclamation;Marine-related projects such as jetties, marina, coastal protection structures or anystructure that extends out into the sea; andProjects located within areas identified as Environmentally Sensitive Areas (ESAs)such as wildlife sanctuary, wetlands, marine parks and national parks.For projects identified above, more specific environmental protection measures may berequired in order to minimize impacts to the environment.1.4 Format of DocumentThis Revised Arahan Teknik (Jalan) 16/03 has been divided into eight chapters addressingthe various components which form part and parcel of the tender document preparationprocess.In addition to the introductory material in this section, the document contains:-Chapter 2.0Chapter 3.0Chapter 4.0Chapter 5.0Chapter 6.0Chapter 7.0Chapter 8.0Environmental Requirements – in which environmental requirementsat various project development stages will be described. Relevantguidelines are also tabulated for reference purposes.Contractual Requirements – in which environmental requirementspertaining to different methods of procurement will be presented.Specifications – in which environmental protection works areelaborated to assist users in preparing tender document as well asensuring compliance to the relevant legislations and regulations.Method of Measurement (MOM) – in which elaboration of methodsof measurement for items stated in the BQ will be measured. Itdescribes the items, unit and measurement for payment.Bill of Quantities (BQ) – in which environmental protection workswill be itemized in terms of unit, quantity, rate and cost. It will coverboth non-physical works and physical works.Best Management Practices (BMP) – in which samples of mitigatingmeasures that have been implemented successfully at site are shown.Standard Drawings and Figures – in which preliminary drawings andfigures of mitigating measures such as silt trap, sediment basins, checkdams and fuel storage skid tanks are shown.3

APPENDIX 1Standard Specifications For Building Works (2005 Edition):- SECTION A :PRELIMINARIES AND GENERAL CONDITIONS AND SECTION C :EXCAVATIONS AND EARTHWORKSAppendix 2Appendix 3Government Requirements (Need Statement) (Term of Reference)(For Design and Build Projects Only)Standard Report Format for Environmental Management Plan(EMP), Environmental Quality Report (EQR), EnvironmentalMonitoring and Audit Report (EMAR) and Closure Audit Report(CAR)4

CHAPTER 2ENVIRONMENTAL REQUIREMENTS5

CHAPTER 2:ENVIRONMENTAL REQUIREMENTSThe legislation that is related to the prevention, abatement, control of pollution andenhancement of the environment in Malaysia is stipulated in the Environmental QualityAct 1974 (Amendment) 2007. To date, 40 sets of Regulations and Orders have beenintroduced and enforced. Under this Act, an Environmental Impact Assessment (EIA) isrequired for activities prescribed under the Environmental Quality (PrescribedActivities (Environmental Impact Assessment) Order 1987. Those activities that arenot subject to the mandatory EIA requirement are nevertheless subject to various otherregulations under the Act. The standard regulations require evaluation for project siting,pollution control, monitoring and self regulation via the audit process.For the states of Sabah and Sarawak, the environmental requirements are clearly stipulatedin the Environment Protection (Amendment) Enactment 2004 and Natural Resourcesand Environment Ordinance respectively.Apart from compliance with the Environmental Quality Act (EQA) 1974 (Act 127) andother related environmental legislations, the following Acts are also applicable based onits relevancy to the planning, design, construction, equipping and commissioning of anyproject.(a) National Land Code (Act 56 of 1965)(b) Town and Country Planning Act 1976, (Act 172)(c) Street, Drainage and Building Act, 1974: Act 133 and Amendment, 1978(d) Protection of Wildlife Act, 1972 (Act 76)(e) Forestry Act 1984 (Act 313)(f) Land Conservation Act 1960 (Act 385)(g) Occupational Safety and Health Act 1994 (Act 514)(h) Solid Waste and Public Cleansing Management Act 2007 (Act 672)(i) Federal Territory (Planning) Act 1982 (Act 267)(j) Workers Minimum Amenities Act 1990 (Act 446)(k) Local Government Act 1976 (Act 171)6

2.1 Planning/Design StageEnvironmental requirement during planning or design stage is clear whereby if the saidproject has been classified as a “prescribed activity” according to the EnvironmentalQuality (Prescribed Activities) (Environmental Impact Assessment) Order 1987 andSection 34A of the Environmental Quality (Prescribed Activities)(EnvironmentalImpact Assessment) Order 1987, an Environmental Impact Assessment (EIA) studyneeds to be carried out and submitted to Department of Environment for approval prior toproject implementation.Under the Act, there are a total of nineteen (19) categories of prescribed activities whichinclude agriculture, airport, drainage and irrigation, land reclamation, fisheries, forestry,housing, industry, railways, transportation, resort and recreation development, wastetreatment and disposal, and water supply projects. Additionally, a Detailed EnvironmentalImpact Assessment (DEIA) study is required for thirteen (13) different types of projectswhich include steel mill, pulp and paper mill, cement plant, coal-fired power plant, dams(hydroelectric and water supply), coastal land reclamation, incinerators (scheduled wastesand solid wastes, solid wastes disposal sites, projects involving land clearance where morethan 50% of the area has slope>25 0 ) and logging (>500 hectares). It is to be noted that forprojects in Sabah and Sarawak, specific local legislations pertaining to EIA requirementsneed to be adhered to.For the state of Sabah, lists of prescribed activities are contained in First Schedule andSecond Schedule of the Environment Protection (Prescribed Activities) (EnvironmentImpact Assessment) Order 2005. For projects in Sabah, an environmental impactassessment report is required for any prescribed activities specified in the SecondSchedule of the Environment Protection (Prescribed Activities) (Environment ImpactAssessment) Order 2005. In addition, a proposal for mitigation measures is required forany prescribed activities specified in the First Schedule.For projects in Sarawak, an environmental impact assessment report is required for anyprescribed activities specified in the First Schedule of the Natural Resources andEnvironment (Prescribed Activities) Order 1994.Apart from the legislative requirement, EIA may be prepared taking into consideration thesensitivity of the project in terms of its location, site conditions and magnitude of impacts.In some cases, preparation of EIA study is required by the local authorities or form part ofthe contractual requirement of a project.Findings from the study are intended to provide input in the planning of the Project,particularly in minimizing environmental impacts during the construction and operationalstages. An EIA is considered as a planning tool to assist the Project Initiator inanticipating impacts of the development, both beneficial and adverse, with an aim tomaximize the beneficial impacts and minimize the adverse impacts on the environment.For better understanding of the EIA process and procedures, an EIA flow chart for bothPreliminary EIA and Detailed EIA are shown in Figures 1 and 2. Similarly, a simple EIAflow chart for Sarawak and Sabah are shown in Figures 3 and 4.7

Figure 1: Flowchart for Preliminary EIA Process in MalaysiaSource: Department of Environment, Malaysia8

Figure 2: Flowchart for Detailed EIA Process in MalaysiaSource: Department of Environment, Malaysia9

Figure 3: Flowchart for EIA Process in SarawakSource: Natural Resources and Environment Board, Sarawak10

Figure 4: Flowchart for Preliminary EIA Process in SabahSource: Environment Protection Department, Sabah11

2.2 Implementation/ Construction StageIn order to monitor Project‟s compliance with the general requirements of the Client‟sneeds and relevant environmental legislation, an Environmental Management Plan(EMP) shall be prepared as detailed herein. The EMP shall be prepared in accordance tothe format or guidelines recommended by the Department of Environment (DOE) and/orother relevant government departments‟ requirements. These guidelines shall provide theframework for the preparation of the environmental management and mitigation measuresto mitigate on-site impacts to acceptable limits as stipulated by the DOE.The EMP is not intended as a rigid planning document but an active document that shallbe revised and improved, as and when required, throughout the implementation stage.Proper execution of the EMP is expected to result in minimal adverse impacts on thesurrounding environment and its natural resources.The plan shall outline the responsibilities of the various parties involved in the Project,the environmental requirements for the Project and specifies mitigation measures andenvironmental monitoring and audit that must be implemented during constructionstage. The EMP shall be prepared and implemented to ensure compliance to the JKR EMSISO 14001.Integral to EMP is the establishment of a monitoring program that serves as aquantitative feedback mechanism on the effectiveness of the mitigation measures.Essentially, the monitoring program is a set of procedures targeted towards periodicalmeasurement of environmental indicators that provides a platform to evaluateenvironmental performance through comparisons against baseline and compliance levels.Selection of environmental components to monitor, their locations, parameters andfrequency of monitoring are governed by the EIA approval conditions or by a RegisteredEnvironmental Consultant (if no EIA was carried out for the project). As a norm,monitoring is centered on the issues of water, noise and air qualities likely to be impactedupon by the Project.The auditing procedure and schedule shall be detailed out in the EMP. The audit shallfocus on the implementation of the EMP and/or other environmental managementelements. The environmental auditor shall have the necessary expertise and experience toexecute the tasks diligently and professionally in accordance with the requirements of JKREMS: MS ISO 14001 and shall undertake the following tasks:-(a)(b)(c)(d)To carry out environmental compliance audits quarterly and closure audit oncompletion of the project;To evaluate monitoring data for water, air, noise qualities and if applicablevibration qualities;To verify implementation of corrective and preventive action findings on adequacyof compliance to the EMP and/or JKR EMS ISO 14001;To prepare a comprehensive environmental auditing report in compliance toelements as stated in the EMP and/or JKR EMS ISO 14001;12

2.3 Operational/Post Construction StageUpon submission and acceptance of the closing audit at the end of the construction period,monitoring of operational activities in compliance to the necessary laws and regulations isencouraged to be continued during the post construction stage in order to ensure that theoperational stage of the project does not cause any environmental damage. The impact ofgenerated wastewater has been deemed to be the more significant residual impact thatrequires further monitoring. The quality of any wastewater discharged must comply withthe limits as stipulated by the Environmental Quality (Sewage) Regulations 2009.2.4 Applicable GuidelinesThe use of the relevant Guidelines in the planning/design stage of the project is deemednecessary in order to ensure the project activities do not violate any applicable laws andregulations. The guidelines need to be used in respect to the project site specificconditions.The General guidelines applicable are as follows:-Area to be developedGeneral SitesHill slope and SensitiveSitesApplicable Guidelines Guidelines for the Environmental Impact Assessmentof Highway/Road Projects, JKR Malaysia Environmental Impact Assessment Guidelines forHousing and New Township Development Project,DOE 2003 Urban Storm Water Management Manual for Malaysia(Manual Saliran Mesra Alam Malaysia), JPS 2000 Guidelines for Prevention and Control of Soil Erosionand Siltation in Malaysia, DOE 1996 Environmental Audit Guidance Manual, DOE 2009 Submission checklist for stormwater management inMalaysia, DID 2008 Cabinet Committee Guidelines on Hill slopedevelopment; KPKT Guidelines for Development of Hilly Areas,JPBD 2009; JKR Manual on Slope MaintenanceCoastal SitesJPS Guidelines 1/97 Erosion Control for CoastalDevelopment Area, 1997;Planning Standards for Coastal Areas, JPBDPlanning Standards for the Physical Development ofIslands, JPBDNote: The above guidelines are not exhaustive.13

CHAPTER 3CONTRACTUAL REQUIREMENTS14

CHAPTER 3:CONTRACTUAL REQUIREMENTSEnvironmental protection and enhancement works for conventional contract projects are tobe specified in the Instructions to Tenderer (ITT) and Conditions of Contracts. Theseshall form part of the pre bid document to be prepared for Conventional Contract projects.3.1 Instructions to Tenderer (ITT)As stated in the Contract Specification issued by JKR on behalf of the Government ofMalaysia, the Contractor shall comply with all legal duties and obligations regarding theprotection of the environment as laid down in the Environmental Quality Act 1974 (Act127). Before the commencement of works Contractor shall submit to the SuperintendentOfficer (S.O.), an Environmental Management Plan (EMP), detailing the Contractor‟sproposed arrangement for the abatement and mitigation measures for environmentalprotection, environmental monitoring, testing programmed and reporting, and hisorganisation chart.3.2 Conditions of ContractWithin forty-five (45) days from the Letter of Acceptance, the successful tendered shallsubmit for the S.O.‟s approval an Environmental Management Plan (EMP) as specified. Inthe event if the contractor fail to submit such plan, then the government deserves the rightto prepare such plan and the cost incurred shall be deducted from the contract sum. Thecost of preparing the EMP shall include the cost involved in obtaining the services of aRegistered Environmental Consultant and is deemed to be borne by the Contractor.The Environmental Impact Assessment (EIA) report and the Conditions of Approval givenby the Department of Environment (DOE), where possible, will be made available by theGovernment to assist the Contractor and the environmental consultant in preparing theEMP.3.3 Design and Build ContractFor design and build contract, reference shall be made to the need statement pertaining toenvironmental protection and enhancement requirements. The need statement is asappended in appendix 2 of this document.15

CHAPTER 4SPECIFICATIONS16

CHAPTER 4:SPECIFICATIONSThis section contains the specification relating to environmental matters in the executionof JKR projects in line with JKR EMS: MS ISO 14001 and shall be read in conjunctionwith the Standard Specification for Buildings, Road Works and JKR Green Mission.However where these matters appear also in other sections of the Contract Document, thisspecification shall take precedence.4.1 Legislation and RegulationsThe Contractor shall at all times adhere to all existing statutes regarding the protectionof the Environment.Prior to the execution of the project, the Contractor shall comply with the EnvironmentalQuality Act (EQA) 1974 (Act 127) and other related environmental legislation including,but not limited to:(a) National Land Code (Act 56 of 1965)(b) Town and Country Planning Act 1976, (Act 172)(c) Street, Drainage and Building Act, 1974: Act 133 and Amendment, 1978(d) Protection of Wildlife Act, 1972 (Act 76)(e) Forestry Act 1984 (Act 313)(f) Land Conservation Act 1960 (Act 385)(g) Occupational Safety and Health Act 1994 (Act 514)(h) Solid Waste and Public Cleansing Management Act 2007 (Act 672)(i) Federal Territory (Planning) Act 1982 (Act 267)(j) Workers Minimum Amenities Act 1990 (Act 446)(k) Local Government Act 1976 (Act 171)The Contractor shall be liable for and shall indemnify the Government against anydamages, expenses, liability, losses, claims, prosecution, proceedings, fines and penaltiescaused by any non-compliances or contraventions of the above legislation and regulations.4.2 Environmental Impact Assessment (EIA)In line with EQA 1974, Act 127, Section 34A (1-8), the Contractor shall submit a reporton project‟s impact on the environment if the project is listed as prescribed activities in theEnvironmental Quality (Prescribed Activities) (EIA) Order, 1987. The report should beprepared in accordance with the requirements as per the latest “A Handbook of EIAGuidelines” by the Department Of Environment.17

4.3 Environmental Management Plan (EMP) & Applicable Elements4.3.1 ObjectivesThe main objective of the Environmental Management Plan (EMP) is to setout a comprehensive programmed which will form the basis forimplementing environmental mitigation measures, environmentalmonitoring and environmental auditing of the construction works by theContractor as listed below:-(i)(ii)To set out various environmental protection / conservation measuresthat conform to the environmental conditions stipulated in theSpecifications, EIA report and by other relevant authorities (e.g. theDepartment of Environment (DOE);To ensure that the Contractor comply with all applicableenvironmental standards and guidelines, legislative requirements andother relevant conditions related to the environment;(iii) To specify a detailed environmental monitoring and auditingprogrammed to ensure that the Contractor and all his Sub-contractorscomply with all stipulated requirements throughout the duration of theproject; and(iv) To streamline the different functions of various sections andauthorities related to the environmental matters during construction.4.3.2 Preparation of the EMPThe Contractor shall submit an EMP prepared by a registeredenvironmental consultant and approved prior to commencement of anyworks on site. The EMP shall be submitted to the S.O. for endorsementwithin 45 days from the date of Letter of Acceptance in compliance withthe Conditions of Contract and/or in compliance with the requirements ofthe conditions of approval of the EIA report by the Department ofEnvironment. For design and build projects, the need statement shallprevail.The EMP shall make reference to the following but not limited to:-(a)(b)(c)(d)DOE Format for the Preparation of EMPsJKR Environmental Management System (EMS)The approved EIA reportEIA Approval Conditions from DOE (attached if any).It should be clearly noted the EMP is a document for practical use on siteby nominated personnel and thus should be concise, up to date and sitespecific.18

The execution of the EMP is a joint responsibility of the Contractor,consultant and appointed Environmental officer (EO) for the project. TheEO‟s primary responsibility is to ensure the implementation of the EMPand JKR‟s EMS and to monitor and report on the site compliance on a dailybasis.4.3.3 Scope of EMPScope of EMP is as per DOE Guidelines on Preparation of EMP.4.3.4 DeliverablesThe following documents shall be submitted by the Contractor:-Table 1: Deliverables to be submitted by the Contractor to the S.O./P.D.Documents No. ofCopiesReporting Frequency TimingEnvironmentalManagement Plan(EMP)5 Once only(However, EMP shouldbe updated whennecessary)Within 45 days fromthe date of the Letter ofAcceptance and/or ascompliance to theconditions of approvalof the EIA reportEnvironmental QualityReport (EQR)5 Monthly 4 weeks aftermonitoringEnvironmentalMonitoring and AuditReport (EMAR)5 Quarterly 2 weeks after auditClosure Audit Report(CAR)5 Once Only 2 weeks prior toissuance of Certificateof Practical Completion(CPC)Note: To ensure consistency, a standard reporting format for EMP, EQR, EMAR and CARis provided in Appendix 3.19

4.4 Site Office and Facilities4.4.1 Site office, workshop, canteen and store(a)(b)(c)The Contractor shall provide and maintain on site, suitable andsufficient offices for the S.O., his representatives and the Contractorown use.The Contractor shall also provide and maintain on site suitableworkshops and stores with impervious flooring including greasetraps.The Contractor is prohibited from discharging oil and grease to anywatercourses. Any spilled oil and grease shall be promptly removedand this contaminated waste shall be kept in proper containers. Usedoil and grease shall be kept in separate containers for recycling. Allcontainers shall be stored in secured areas prior to disposal by alicensed contractor as per the Environmental Quality (ScheduledWastes) Regulations 2005.4.4.2 Accommodation for Workmen(a)(b)(c)(d)(e)(f)The Contractor shall provide and maintain on site, suitable andsufficient accommodation and camps for his workmen andsupervisory staff as required in the Contract.The location of the workmen‟s accommodation shall be agreedbeforehand with the S.O. and shall be such as to avoid obstructionand nuisance to the Works and public and shall be laid out in anapproved and orderly manner.The construction and habitation of the accommodation shall complywith the requirements of all government and local authorities.All accommodation for workmen shall be properly ventilated andlighted with sufficient toilet and bathing facilities and waste andrefuse collection bins/disposal. Cooking is prohibited in sleepingquarters.The Contractor shall also provide adequate supply of water forcanteen usage and allowable cooking areas.The Contractor shall be wholly responsible for the workmen at theaccommodation provided. Activities such as hunting/ trapping ofwildlife should be strictly forbidden and fines/ penalties shall beimposed on the Contractor by the relevant GovernmentDepartments.20

4.4.3 Utilities(a)Water Supply(i)(ii)The Contractor shall provide and maintain a potable watersupply system to all facilities required in the construction area.The supply shall be taken from sources approved by the S.O.The Contractor shall submit his plans for the water supply andreticulation system, including filtration, chlorination and otherproposed treatment where required, to the S.O. for approval, notless than thirty (30) days prior to the provision of water supply.(iii) Potable water shall comply with the requirements of Ministry ofHealth Standards.(b)Sanitation(i)(ii)The Contractor shall provide and maintain sufficient toilets atappropriate locations on site as approved by the S.O. Toiletsshall be complete with adequate water closets, urinals and handbasins,and proper sanitary system.The Contractor shall maintain all toilets in a clean and sanitarycondition and shall comply with requirements of the Ministry ofHealth.(iii) All wastewater must be treated such that its discharged effluentmeets the requirements of all existing legislation andregulations.(c)Solid waste disposal(i)(ii)The Contractor shall undertake the collection and disposal ofsolid waste such as litter, kitchen and canteen refuse, nonhazardoussolid waste including office, workshop andaccommodation waste. Solid waste collection shall be made atleast twice a week or as and when directed by the S.O.Solid waste shall be stored in proper bins and containers,collected and disposed off at designated site(s) approved by theS.O. or to a locally available landfill by a licensed contractor.(iii) A waste management schedule shall be set up to ensure thatlicensed contractors carry out the collection and disposal ofwaste materials at regular intervals. Proper facilities for thetemporary collection of solid waste shall be established at thesite office for construction debris and solid waste.21

(iv) The Contractor should adopt ways to minimize waste such asreduce, reuse and recycle of waste. Example of wasteminimizations is to reduce the amount of waste from concreteusage, first is by ordering the correct quantity and batch or byusing concrete panels. Excess concrete can then be recycled asconcrete blocks and bench or reused as hardcore materials.4.5 Site Clearing and EarthworksNo site clearing and earthworks shall be carried out prior to EMP approval byrelevant parties/authorities.4.5.1 Site Clearing(a)(b)(c)(d)(e)(f)(g)Site clearing shall be done in stages and within construction limit. Noburning of cleared vegetation and debris shall be allowed unless priorapproval has been obtained from the Director General of theDepartment of Environment.Erosion mitigating measures shall be installed or constructed beforecommencement of site clearing and earthworks. This includesplanning for „work in stages‟ and also plans for diverting as much aspossible surface runoff from the work areas.For road projects, site clearing should be from the centre of the roadoutwards towards the construction limit to enable escape of wildlifeinto neighbouring jungles.Cleared vegetation and debris should be disposed off to approvedesignated spoil tips. The Contractor shall be responsible foridentifying these disposal areas (unless stated otherwise). Theapproved disposal areas shall be prepared before any site clearing isallowed to commence.Cleared vegetation, debris and spoils should on no account bedeposited or pushed into water-courses, streams and rivers.Trees and vegetation identified for conservation must be protected bythe Contractor at all costs.Other clearing activities such as access road construction, site officeand work-camp construction, etc shall be carried out with minimalcutting of trees and site clearing. The intended area shall be markedout for the S.O.‟s inspection and approval prior to any site clearingworks.22

(h)(i)(j)(k)Holes and cavities resulting from clearing, grubbing, de-stumping andde-rooting shall be backfilled with acceptable materials andcompacted to approximate densities of adjacent areas.The Contractor shall provide all necessary temporary drainage forkeeping the site and other areas free of standing water. Efforts mustbe made to channel the surface runoff as much as possible away fromthe work areas.If due to unforeseen circumstances turfing cannot be carried outimmediately to the slope exposed areas, temporary protection/cover(e.g. plastic sheet or equivalent) shall be applied over exposedsurfaces by the Contractor at his own cost.Should the Contractor fail to ensure compliance with any of theabove, the S.O. without prejudice to any other rights or remediesavailable to the Government under this Contract may employ and payother persons to execute the work and all costs incurred in connectionwith such employment shall be recoverable from the Contractor asstipulated in the Conditions of Contract.4.5.2 Earthworks(a)(b)(c)(d)(e)All silt traps, sedimentation basins, erosion control measures anddrainage system as shown in drawings must be constructed in stagesand maintained by the Contractor. The location of these mitigatingmeasures shall be detailed and shown on plan in the EMP for theapproval of the S.OThe Contractor shall provide all necessary temporary drainage forkeeping the site and other areas free of standing water before thecommencement of any earthworks. Effort must be made to channelthe surface runoff as much as possible away from the work areas.All temporary drainage, mitigation measures (e.g. silt traps and siltfence) must be constructed before the commencement of anyearthworks and shall be maintained throughout the constructionperiod to ensure their effectiveness.Unsuitable materials and surplus earth shall be disposed off indesignated spoil tips, within the site or off site. Unless otherwisestated, the Contractor shall be responsible for identifying thesedisposal areas. The dump site/ disposal areas shall be identified andapproved by the S.O. before commencement of any earthworks. Inthe event additional disposal areas (spoil tips) are required, theContractor shall also be responsible for identifying these disposalareas which shall be approved by the S.O.The method of depositing the unsuitable materials and surplus earth tothe spoil tips must be properly engineered designed and must be23

sufficiently graded, leveled, compacted, properly drained, revegetatedand approved by the S.O. End-tipping shall not be allowed.(f)(g)The Contractor shall schedule for earthworks to be carried out asmuch as possible during dry weather periods. This is to ensure thatthe earthwork activities being carried out are done in asystematic/orderly manner in order to minimise earth surfaces frombeing exposed for long periods during wet weather periods. Turfingor hydro seeding must be carried out immediately after earthworksand before work on other beam/lift commences. If due to unforeseencircumstances turfing cannot be carried out immediately, temporaryprotection/cover (e.g. plastic sheets or equivalent) shall be applied tothe exposed slopes.Should the Contractor fail to ensure compliance with any of theabove, the S.O. without prejudice to any other rights or remediesavailable to the Government under this Contract may employ and payother persons to execute the work and all costs incurred in connectionwith such employment shall be recoverable from the Contractor asstipulated in the Conditions of Contract.4.6 Access Roads and Existing Road(a)(b)(c)(d)All access roads to the site shall be built away from the existingwatercourses, streams and rivers with proper drainage system and be pavedfor a distance of at least 10 meters from where these access roads joinexisting roads.The Contractor shall maintain all access roads including the drainagesystem throughout the construction period to the satisfaction of the S.O.Where the Contractor uses existing/private roads as his access, he shall beresponsible for any damage to the existing roads, bridges, drains, culverts,roadside furniture, and all other appurtenances and services on such roadscaused by any work carried out by him throughout the construction period.The Contractor shall repair any damages and reinstate the same to theiroriginal condition to the satisfaction of the S.O.All temporary diversion affecting public/private roads must be approved bythe Government, private landowner and the S.O. All such diversions mustbe equipped with temporary diversion signs and comply with therequirements of Arahan Teknik (Jalan) 2C/85 of JKR. Adequate workmenfor controlling traffic diversion must be provided.24

4.7 Pollution Control4.7.1 Water quality(a)(b)(c)(d)All silt fence, silt traps, sedimentation basins and other erosion andsediment control measures as shown in drawings must beconstructed and maintained by the Contractor.Water quality standards and monitoring schedule from the silt traps/sedimentation basin/rivers/stream/water bodies shall comply asspecified in Table 2 or as directed by the S.O. Silt traps andsediment basin discharges shall be monitored monthly and shall becollected within 30 minutes after a rainfall event of more than20mm depth or more.The Contractor is prohibited from discharging oil and grease to anywatercourse. Any spilled oil and grease shall be promptly removedby the Contractor. The Contractor shall collect, keep in propercontainers, label and store all used oil and grease and otherscheduled wastes according to Environmental Quality (ScheduledWastes) Regulations, 2005.The Contractor shall carry out water quality monitoring at locationson existing water bodies as indicated in the EMP. Parameters to betested are as specified in Table 2.4.7.2 Noise Control(a)(b)(c)All work shall be carried out with least disturbance and noise. TheContractor shall ensure all his equipments and machineries are inproper working condition so as to minimize the amount of noisegenerated. The S.O. may require the Contractor to replace anymachinery that to his discretion is emitting excessive noise.The Contractor shall comply with the general recommendations setout in DOE Interim Planning Guidelines for Construction Noisetogether with any specific requirements described in the Contract.The Contractor shall indemnify and keep indemnified theGovernment, S.O. and the S.O.‟s Representatives against anyliability for damages on account of noise or other disturbancescreated while or in carrying out of the works and from and againstall claims, demands, proceedings, damages, costs charges andexpenses whatever in regard or in relation to such liability.25

4.7.3 Air Quality(a)(b)(c)(d)(e)(f)Open burning of cleared vegetation, debris and construction wasteetc, shall not be allowed unless prior approval is obtained from theDirector General of the Department of Environment.The Contractor shall provide suitable spraying equipment forregular spraying of water over the existing roads, tracks and accessroads, near settlements, completed as well as incomplete road andother barren areas of the site used by the contractor especiallyduring the dry season or as and when directed by the S.O.When the Contractor‟s trucks or equipment utilizes public or privateroadways, all dirt and materials shall be removed from the trucks/equipments by hosing, lorry wash-trough, etc. before leaving thesite.The Contractor shall provide for the prompt removal of all dirt andother materials spilled from his or his sub-contractor‟s vehicles onpublic or private roadways.For Contractor‟s trucks carrying sand, aggregates, earth and otherloose construction materials liable to spillage, tarpaulin must beused to cover such open trucks when passing through villages andsettlements or on all roadways.The Contractor shall also ensure dust control at quarry / batchingplant (if any) complies with environmental requirement asstipulated in the Environmental Quality (Clean Air) Regulations,1978.4.7.4 Vibration control(a)(b)All works shall be carried out with least vibration disturbance. TheContractor shall ensure that at any time, the vibration levelsresulting from his works at or across real property boundary shouldnot exceed the Recommended Limit as Specified in Table 2 of thisdocument. No person unless duly authorized by law or carrying ourlegitimate duties shall use explosives or results in explosions whichcreate a vibration disturbance across a real property boundary or ona public space or right of way.The Contractor shall comply with the general recommendations setout in DOE Interim Planning Guidelines for Vibration Limits andControl in the Environment together with any specific requirementsdescribed in the Contract.26

(c)The Contractor shall indemnify and keep indemnified theGovernment, S.O. and the S.O.‟s Representatives against anyliability for damages on account of vibration disturbance createdwhile or in carrying out of the works and from and against allclaims, demands, proceedings, damages, costs charges and expenseswhatever in regard or in relation to such liability.27

AspectsSoilTable 2: Environmental Quality Standards to be complied with by the ContractorEnvironment Quality National Water Quality(Sewage) Regulations, Standards (NWQS)2009ParameterSoil lossJKR EMSSet TargetMinimumearthworkPhaseconstruction 6berms/benches for slopes( 6m perberm)ReusetopsoilStandardAStandard B Class IIA Class IIBWater 1,2 pH 5.5 – 9 6 – 9 5.5 – 9 6-9 6-9Turbidity ≤ 200 NTU - - ≤ 50 NTU ≤ 50 NTUSuspended ≤ 100 mg/l ≤ 50 mg/l ≤ 100 mg/l ≤ 50 mg/l ≤ 50 mg/lSolidBiochemical ≤ 50 mg/l ≤ 20 mg/l ≤ 50 mg/l ≤ 3 mg/l ≤ 3 mg/lOxygenDemand 5 @20°C (BOD) 5ChemicalOxygenDemand(COD)≤ 100 mg/l ≤ 120 mg/l ≤ 200 mg/l ≤ 25 mg/l ≤ 25 mg/lE-Coli ≤ 400counts / 100ml- - ≤ 100 counts/ 100ml≤ 400counts /100mlDissolvedOxygen (DO)Oil andGrease≥ 4 mg/l - - 5-7 mg/l 5-7 mg/l≤ 10 mg/l ≤ 5 mg/l ≤ 10 mg/l ≤ 40 µg/l, N ≤ 40 µg/l, NAir 3Ammoniacal - ≤ 10 mg/l ≤ 20 mg/l ≤ 0.3 mg/l ≤ 0.3 mg/lNitrogen(river)Total Suspended Particulate ≤260 µg/m 3 /day(TSP) (24hr)Particulate Matter (PM10)(24hr)≤150 µg/m 3 /day28

Equivalent Noise Level(L eq ), L 10 , L 90Receiving Land Use (residential)Day time (7.00 am – 7.00 pm )L 90 ≤ 60 dBA; L 10 ≤75 dBA; L max ≤ 90 dBA;Noise 4Vibration 5Vertical Vibration PeakVelocity (mm/s)Evening (7.00 pm – 10.00 pm)L 90 ≤55 dBA; L 10 ≤70 dBA; L max ≤ 85 dBA;Night time (10.00 pm – 7.00 am)Noise Sensitive Areas : L Aeq ≤40 dBASuburban Areas : L Aeq ≤ 45 dBAUrban Areas : L Aeq ≤ 50 dBANot more than 3 mm/s at receiver location or across realproperty boundary.Reference:(1) 2 nd Schedule (Regulation 7), Environmental Quality (Sewage) Regulations 2009,Environmental Quality Act 1974.Standard A:Standard B:For location with downstream water intakeFor location with no downstream water intake(2) National Water Quality Standards for MalaysiaClass IIA:Class IIB:Water Supply II – conventional treatment requiredFishery II – sensitive aquatic speciesRecreational use with body contact(3) Recommended Malaysian Guidelines on Ambient Air Quality(4) Schedule 1 & Schedule 6, Planning Guidelines for Environmental Noise Limits &Control, (Department of Environment, 2004)(5) Planning Guidelines for Vibration Limits and Control of the Environment(Department of Environment, 2004)Note: N – No visible floatable materials or debris or no objectionable odour, or noobjectionable taste.29

4.8 Preservation of Flora and Fauna4.8.1 Flora(a)(b)(c)(d)(e)(f)Prior to site clearing, the forester and/or botanist engaged by JKR orContractor shall assist the surveyor to identify any trees of rare,endemic or endangered species which need to be conserved orrelocated. Trees which are classified as rare, endemic andendangered shall be conserved and marked (crossed) red. Similarly,trees having girth of 800mm and above shall be conserved andmarked (crossed) red. Trees which are rare, endemic or endangeredand required to be relocated shall be marked (crossed) white.Should relocation be required, trees shall have girth of 300mm andbelow.The Contractor shall be responsible for the transportation of trees tonearby sites, arboretum or other alternatives, as advised by theforester. The Contractor shall ensure all relocated trees are wellkept.The botanist/ forester shall produce a report on the effectiveness ofthe tree conservation, preservation and action plan as proposed inthe EMP as directed by the S.O. The report shall also cover aspectsof new findings not covered during the earlier investigation andproposal of any rectification plan required.The felling of trees shall be confined within the construction limit.The Contractor shall prohibit all his and his sub-contractor‟semployees from destroying, removing or clearing trees, timber,shrub and other flora to any extent greater than that approved by theS.O. as being necessary for the execution of the contract.The Contractor is prohibited from disposing waste materialsamongst vegetation within or outside the work site.4.8.2 Fauna (Wildlife)(a)The Contractor and his employees are prohibited from thefollowing:-(i)(ii)Hunting, disturbing, capturing, endangering or destroyingsuch wildlife by any means (e.g. poison, baits, bird line ornet) as may be protected by relevant statutes includingremoving or damaging bird nests and eggs.Housing, confining or breeding any wildlife30

4.9 Requirements In Relation To Waterways(a)(b)(c)The Contractor and/or JKR shall seek approval from Jabatan Pengaliran &Saliran (JPS) for any works related to natural waterways includingdiversions, modifications replacements and/or relocation of rivers,watercourses and related structures during execution of the works.The Contractor shall coordinate all operations and make adjustments to hisprogrammed resulting from JPS requirements pertaining to changes madeto the natural waterways.The Contractor shall ensure that temporary diversions of rivers and/orwaterways shall be capable of sustaining flows throughout the year asspecified by the JPS.4.10 Erosion and Sediment Control (Temporary works)4.10.1 Erosion Control(a)Natural(I).BioengineeringVetiverThe plant, Vetiver Zizanioodes (Rumput Wangi) shall benon-seeding types tillers derived from tissue culture ormicro propagation method. The plantlets to be supplied shallbe at least an aggregate of 5 plantlets with roots at least 3 cmlong.The Contractor shall plant Vetiver Zizanioodes in rows asspecified in the drawings or as directed by the S.O. Indifficult soil types, borrowed topsoil may be required torefill trenches for planting the vetiver. The Contractor shallensure and maintain the growth of the vetiver.CreepersThe Contractor shall plant creepers either through seeds orsaplings. Commonly used creepers are of the speciesCentrusemo pubscens, Ficus pumila and Parthenocissushimalayana. Ficus pumila and Parthenocissus himalayanaare suitable on concrete/gunited slopes and rock surfaces.Creepers shall be planted into a planter bed previouslyprepared with drainage layer/weep holes and topsoil.Creepers should be planted individually immediately at thetoe of wall/slopes at approximately 0.3m centre to centre.31

(II)MulchingMulch is a protective cover placed over the soil to protectsoil from rain, preserve moisture and slows runoff velocity.A variety of materials can be used as mulch such as grassclippings, leaves, hay, straw, shredded bark, sawdust, woodchips, shredded newspaper, cardboard and wool.(b)Proprietary products4.10.2 Sediment ControlThe Contractor may also use proprietary or any man-made productsavailable in the market to control erosion on slopes, subject toJKR‟s approval. The suitability of the products used shall follow themanufacturer‟s specifications including method of installation andmaintenance. Examples of propriety products are geotubes, ENKAmat, geocells/geoweb, fibromat and coir logs.The specification as described under this Section shall be read together withother related sections of the Standard Specification for Road Works orStandard Specification for Buildings and the drawings shall refer to theChapter 8 - Standard Drawings of this document.(a)Silt FenceSilt fence shall consist of geotextile supported by poles at regularinterval. The geotextile shall be made of non-woven material withminimum properties of 200 g/m² or tensile strength 15 kN/m. shallbe constructed as close as possible, parallel to the contours of thesite with a setback of at least 0.9 m (3 ft0 from the toe of the slope.The silt fenceThe fence shall be inspected after every rain. The silt accumulatedbehind the fence shall be removed when it has reached 2/3 of thefence filter height and disposed at designated site. The geotextileshall be checked for rips, tears and other types of deterioration andreplaced as needed.(b)Silt Trap/Sediment BasinSilt trap/sediment basin comprises rocks in gabions, shall beconstructed in respective catchment area to collect and storesediment prior to entering natural waterways.The silt traps/sediment basins shall be inspected regularly especiallyafter heavy rain and any damages shall be rectified. The sediment32

accumulated in the silt traps/sediment basins shall be removed whenit has reached 2/3 of its depth and disposed at designated site.(c)Gabion WallA gabion wall which comprises rocks in gabions but of smallernature compared to silt trap, shall be constructed in difficult terrainssuch as on slopes and narrow valleys for the purpose of collectingand storing sediment prior to entering natural waterways.(d)Check DamA check dam which is a small, temporary or permanent dam shallbe constructed across a drainage ditch, swale or channel for thepurpose of lowering the speed of concentrated flows.The check dams shall be inspected regularly especially after heavyrain and any damages shall be rectified. The sediment accumulatedbehind the check dams shall be removed when it has reached 2/3 ofits height and disposed at designated site. The height of the checkdam shall be maintained to be the same at all time.(e)Silt CurtainSilt curtain shall be used to mitigate sediments by confiningsediments and prevent dispersal and contamination of the waterbody especially in lakes and riverbanks. Silt curtain shall also beused as a divider to prevent sediment laden-water from migrating tothe rest of the water body.Silt curtain shall be checked for rips, tears and other types ofdeterioration and replaced as needed. The suspended sedimentstrapped behind silt curtain shall be allowed to settle for a minimumof 24 hours, prior to removal of the silt curtain.(f)Sand bag barrierA sandbag barrier is a series of sand-filled bags placed on a levelcontour to intercept sheet flows. Sandbag barriers pond sheet flowrunoff, allowing sediment to settle out.Sandbag barriers are suitable as a linear sediment control measurewhich includes below the toe of slopes and erodible slopes, assediment traps at culvert/pipe outlets, down slope of exposed soilareas, around temporary stockpiles and spoil areas, as check damsacross mildly sloped construction roads and parallel to a roadway tokeep sediment off paved areas.Sand bag barrier shall be checked daily before and after rain events,In addition, sandbags exposed to sunlight will cause degradation33

and need to be replaced immediately. Sediment should be removedwhen the sediment accumulation reaches one-third of the barrierheight and disposed at designated site.NOTES: Other items not specified above shall be referred tothe Standard Specification for Road WorksJKR/SPJ/1988 of Section 1 – General, Section 2 –Earthworks and Section 3 – Drainage WorksREFER TO APPENDIX 1 : Standard SpecificationsFor Building Works (2005 Edition):- SECTION A :PRELIMINARIES AND GENERAL CONDITIONSAND SECTION C : EXCAVATIONS ANDEARTHWORKS4.11 Permanent Works4.11.1 Noise Barrier(a)(b)(c)(d)Noise barrier shall be provided in sensitive areas such as housing,schools and hospitals situated beside busy roads or highways.The type of noise barrier used shall be either absorptive, reflective,dispersive or mixed depending upon the noise level surveyconducted or recommendations made by the relevant Consultant.The Contractor shall supply and install noise barrier includingmaintenance until the expiry of the defects liability period.For concrete noise barrier, creepers shall be planted and maintainedto cover the said noise barrier until the expiry of the defects liabilityperiod.34

CHAPTER 5METHOD OF MEASUREMENT35

CHAPTER 5:METHOD OF MEASUREMENTNon-Physical Work5.1 Environmental Impact Assessment (EIA) (If Applicable)5.1.1 EIA ReportUnitThe unit of measurement for preparation of EIA Report shall be Lump Sum(sum).MeasurementThe measurement for payment shall be the preparation and approval of theEIA report in accordance to the format in the Guidelines for EIA ofHighway/Road Projects and A Handbook of EIA Guidelines prepared byDepartment of Environment (DOE).Pricing FactorsThe item for preparation of the EIA Report shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)Cost of any study required, literatures, references, consultation inthe production of the EIA Report;Cost for the engagement of a registered environmental consultantrequired for carrying out the respective study and preparation of thesaid report;Submission of twenty one (21) hard copies and one (1) digital copyof the approved and accepted report to S.O. The copyright of thesaid documents shall be transferred and become the absoluteproperty of the Government.5.2 Environmental Management Plan (EMP)5.2.1 Preparation and acceptance of EMPUnitThe unit of measurement for preparation and acceptance of EMP shall beLump Sum (sum) and include:(a)Erosion and Sediment Control Plan (ESCP)36

Pricing FactorThe item for preparation of ESCP shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)(d)(e)all cost associated in the preparation of a complete report ondrainage system, erosion control plan and course of action to betaken;additional cost for the engagement of a professional engineerrequired for the preparation of the ESCP;Submission of five (5) copies of ESCP for endorsement by the S.O.Flora Management Plan for tree conservation including method ofpreservation and course of action to be takenWildlife Management Plan for translocation animal to approvedlocation by Jabatan Perhilitan.MeasurementThe measurement for payment shall be made upon submission andacceptance of the EMP prepared in accordance to the format as stipulatedin the DOE General Checklist for Preparing EMP as follows:-(a)(b)60% upon submission of draft EMP to S.O.;40% upon approval of EMP by DOE/JKRPricing FactorThe item for preparation of EMP including updating and revision shall bein accordance with the Preambles to Bill of Quantities:-(a)(b)(c)Cost of literatures, references, consultation and all that is requiredand specified for the production of the EMP;cost for the engagement of the registered environmental consultantrequired for the preparation of the EMP including its updating andrevision;Submission of five (5) copies and one (1) digital copy of theapproved and accepted EMP for endorsement by the S.O. Thecopyright of the said documents shall be transferred and become theabsolute property of the Government.37

5.3 Environmental Officer (E.O.)5.3.1 Environmental OfficerUnitThe unit of measurement for provision of E.O. shall be Lump Sum (sum).MeasurementThe measurement for payment shall be made in each interim payment inproportion of the total period lapsed to the Contract Period (excludingDefects Liability Period).The measurement for payment shall be the man-month basis throughout thecontract period (excluding Defects Liability Period).Pricing FactorsThe item for provision of E.O., assigned to be responsible forenvironmental management works only, shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)(d)(e)(f)(g)The wages and other emoluments paid to the E.O.;Working outside the Contractor‟s normal working hours if sorequired by the S.O.;The Contractor, with the approval of the S.O., shall employ acompetent E.O. (A Graduate in science and/or engineering fieldwith a minimum of one year experience in the environmentalsector);Costs and expenses incurred consequent upon the employment orhiring of a competent full time E.O. throughout the contract periodincluding payment of Employee Provident Fund, insurance, medicaland hospitalization;Costs and expenses incurred for the training/awareness briefing bythe E.O. to site personnel whose activities have impact on theenvironment;Replacement of incompetent E.O. to the equivalent level or higherto the approval of the S.O.;Any substitution when the appointed E.O. is absent or on leave formore than three (3) consecutive days.38

5.4 Environmental Monitoring, Audit And Training5.4.1 Environmental Monitoring5.4.1 (i) Water Quality Monitoring5.4.1 (ii) Air Quality Monitoring5.4.1 (iii) Noise Monitoring5.4.1 (iv) Vibration MonitoringUnitThe unit for measurement to conduct the above monitoring shall beLump Sum (sum) for the whole duration of the contract.MeasurementThe measurement for payment shall be the number of samples takenfor monitoring, tested and accepted by the S.O.Pricing FactorThe item to conduct environmental monitoring (water, air, noise andvibration) shall be in accordance with the Preambles to Bill ofQuantities:-(a)(b)(c)(d)(e)(f)Provision of all necessary equipments as specified;Carrying out calibration of all necessary equipments prior touse;Taking samples according to the intervals, parameters andfor the duration specified at approved sampling locations bytrained laboratory personnel;Recording and noting of specified data;Sending samples collected, testing and analysis at approvedindependent accredited laboratory. The analysis report shallbe signed by a registered chemist;Submission of analysed results for purpose of reporting(preparation of monitoring report is measured separately).5.4.1 (v) Environmental Quality ReportUnitThe unit of measurement for the preparation of submission of theEnvironmental Quality Report shall be Lump Sum (sum) for thewhole duration of the contract.39

MeasurementThe measurement for payment shall be the number of reportsprepared based on monitoring carried out and accepted by the S.O.Pricing FactorThe item for preparation of the monitoring report shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)Cost associated in the preparation of a comprehensivereport;Submission of five (5) copies of report to S.O.5.4.2 Environmental Audit and Closure AuditUnitThe unit of measurement to conduct environmental audit and preparation ofenvironmental monitoring and audit report shall be Lump Sum (sum) forthe whole duration of the contract.MeasurementThe measurement for payment shall be the number of reports preparedbased on audits carried out and accepted by the S.O.Pricing FactorThe item to conduct environmental audit and preparation of reportincluding the Closure Audit Report shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)Cost and expenses incurred consequent upon the engagement of acompetent, independent environmental auditor, registered withDOE and/or have attended courses on ISO 14001 auditing with aminimum of auditing experience for at least 3 sites;Cost of carrying out quarterly audits or at any other intervalsdeemed necessary due to the nature of works on site, evaluation ofmonitoring data and verifying implementation of corrective andpreventive actions;Cost associated in the preparation of a comprehensive reportincluding recommendations for improvement in accordance with theStandard Report Format as specified in Appendix 2 of thisDocument;40

(d)Submission of five (5) copies of report (per audit) with colourphotographs to S.O.5.4.3 TrainingUnitThe unit of measurement for training shall be in number (no).MeasurementThe measurement for payment shall be the number of training sessionscarried out for the duration of the contract.Pricing FactorThe item for training JKR personnel shall be in accordance with thePreambles to Bill of Quantities:-(a)Cost associated in organizing and conducting training of JKRpersonnel locally pertaining to Environmental Management, EIA,Safety and Health, Environmental related legal and otherrequirements.Physical Work5.5 Dust and Mud Control5.5.1 Water Bowser TruckUnitThe unit of measurement for provision, operation and maintenance of waterbowser truck shall be in number (no).MeasurementThe measurement for payment shall be the number of water bowser truckprovided on site and shall be made as follows:-(a)(b)60% on complete provision of vehicle and equipment to thesatisfaction of the S.O.;40% for operation and maintenance which shall be made in eachinterim payment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).41

Pricing FactorThe item for provision, operation and maintenance of bowser truck shall bein accordance with the Preambles to Bill of Quantities:-(a)(b)(c)(d)(e)All cost associated with the provision and operation of trucksincluding operators, water supply, pumping of water, water tank andall other necessary equipments needed to carryout water spraying;Carrying out water spraying minimum 3 times a day alonghaul/access roads, existing road and nearby settlement zone or otheraffected areas or as directed by S.O.;Maintenance in a roadworthy condition of trucks and associatedequipments;Provision of suitable replacement including equipment when theregular truck is not available or unserviceable for more than 24hours;Removal of truck and equipment from site on completion of theworks.5.5.2 Tyre Washing Facilities5.5.2 (i) Portable Water JetUnitThe unit of measurement for provision, operation and maintenanceof portable water jet shall be in number (no).MeasurementThe measurement for payment shall be the number of portablewater jet provided on site and shall be made as follows:-(a)(b)60% on complete construction of structure, platform,provision and installation of all equipments to thesatisfaction of the S.O.;40% for operation and maintenance which shall be made ineach interim payment in proportion of the total period lapsedto the Contract Period (excluding Defects Liability Period).Pricing FactorThe item for provision, operation and maintenance of portable waterjet shall be in accordance with the Preambles to Bill of Quantities:-42

(a)(b)cost of construction and maintenance of the structure for theelevated water tank and the supply of the water tank;cost for the construction of the tyre washing concreteplatform;(c) provision of portable water jet including operator andother necessary equipment deemed required for thesuccessful washing operation;(d)(e)(f)(g)carrying out cleaning of all vehicle tyres at various exits ofworksites;maintenance of all cleaning facilities and associatedequipments;provision of replacement when the regular equipment is notavailable or unserviceable for more than 24 hours;demolition, and disposal of all rubbish, debris and surplusmaterial including removal of all equipment from site oncompletion of the works to the satisfaction of the S.O.including reinstatement of the site.5.5.2 (ii) Wash TroughUnitThe unit of measurement for construction and maintenance of washtrough shall be in number (no).MeasurementThe measurement for payment shall be the number of wash troughconstructed on site as shown in Drawing and shall be made asfollows:-(a)(b)80% on complete construction to the satisfaction of the S.O.;20% for maintenance which shall be made in each interimpayment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).Pricing FactorThe item for construction and maintenance of wash trough shall bein accordance with the Preambles to Bill of Quantities:-(a)Preparation of site and approaches including excavation anddisposal of surplus excavated material;43

(b)(c)(d)(e)Construction of wash trough including concrete, formwork,reinforcement, hardcore complete as shown in Drawing;Filling and regular maintaining of water during the course ofthe works;Maintenance of wash trough and surrounding areas cleanincluding desalting and disposal of material;Demolition and disposal of all rubbish, debris and surplusmaterial from the site to the satisfaction of the S.O.including reinstatement of the site.5.5.3 Water SprinklerUnitThe unit of measurement for provision and maintenance of water sprinklershall be in number (no)MeasurementThe measurement for payment shall be the number of water sprinklerinstalled at quarry/batching plant and shall be made as follows:-(a)(b)40% on complete installation;60% for operation and maintenance which shall be made in eachinterim payment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).Pricing FactorThe item for provision and maintenance of water sprinkler shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)(c)Supply and installation of water sprinkler system including all othernecessary equipments and facilities;Maintenance of water sprinkler system and associated equipments;Removal of all installation on site to the satisfaction of the S.O.44

5.6 Erosion Control5.6.1 CreepersUnitThe unit of measurement for planting and maintenance of creepers shall besquare metre (m²).MeasurementThe measurement for payment shall be made of the plan area placed to thelines, level grades and dimensions shown in Drawing or as directed by theS.O.Pricing FactorThe item for planting and maintenance of creepers shall be in accordancewith the Preambles to Bill of Quantities:-(a)(b)(c)(d)(e)(f)(g)(h)(i)(j)Removal of debris from the surfaces of earthwork to be turfed;The preparation of the areas to be turfed including if appropriatesthe amount of topsoil to be used and its method of application;The details and results of investigations to determine which types ofgrass and legume are compatible with the soil in the areas to beturfed;The types of grass and legume (if any) and strains of seed to beused, and the function, root and growth characteristics of each type;The rates of application of the grass and legume seeds;The type of mulch to be used and its method and rate of application;The amount of lime or other chemicals (if any) to be applied toimprove the soil before, during and after turfing;The equipment and methods to be used in preparing and placing theturf mix and other materials;The cultivation and after – care of the turfed areas, including ratesand frequencies of watering, fertilising, grass cutting and generalmaintenance for 1 year after turfing;An estimate of the time required after turfing for establishment of apermanent dense growth of grass which will require minimalmaintenance.45

5.6.2 Artificial Erosion Control ItemsUnitThe unit of measurement for installation and maintenance of artificialerosion control items shall be square metre (m²).MeasurementThe measurement for payment shall be made of the plan area placed to thelines, level grades and dimensions shown in Drawing or as directed by theS.O.Pricing FactorThe item for installation and maintenance of artificial erosion control itemsshall be in accordance with the Preambles to Bill of Quantities:-(a)(b)(c)(d)(e)Removal of debris from the surfaces of earthwork to be artificiallycontrolled;The preparation of the areas to be artificially controlled including (ifany) the amount of topsoil to be used and its method of application;The details and results of investigations to determine which typesartificial erosion control items used are compatible with the soil inthe areas to be artificially controlled;The types of artificial erosion control items (if any) and strains ofartificial erosion control items to be used, and the function, root andgrowth characteristics of each type;The type of artificial erosion control items to be used and its methodand rate of application including equipments and maintenancerequired.5.7 Sediment Control5.7.1 (i) Construction of Silt FenceUnitThe unit of measurement for construction of silt fence shall belinear metre (m).MeasurementThe measurement for payment shall be the length of complete fenceconstructed as shown in Drawing and shall be made as follows:-46

(a)(b)80% on complete construction to the satisfaction of the S.O.20% on removalPricing FactorThe item for construction of silt fence shall be in accordance withthe Preambles to Bill of Quantities:-(a)(b)(c)(d)Clearing of site for base preparation;Construction of silt fence complete as shown in drawing;Removal and disposal of all rubbish, debris and surplusmaterial from the siteTo the satisfaction of the S.O. including reinstatement of thesite5.7.1 (ii) Maintenance of Silt FenceUnitThe unit of measurement for maintenance of silt fence shall belinear metre (m).MeasurementThe measurement for payment shall be made in each interimpayment in proportion of the total period lapsed to the ContractPeriod (excluding Defects Liability Period).Pricing FactorThe item for maintenance of silt fence shall be in accordance withthe Preambles to Bill of Quantities:-(a)(b)Inspection at regular interval and after heavy rain ofgeotextile and other components for rips, tears and othertypes of deterioration and replacement if required;Removal of silt and sediment accumulated to approximate2/3 of filter height including its disposal.47

5.7.2 Sand bag barrier5.7.2 (i) Installation of sand bag barrierUnitThe unit of measurement for Installation of sand bag barriershall be in number (no).MeasurementThe measurement for payment shall be the number of sandbag barrier constructed as shown in Drawing and approvedby the S.O. and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for construction of installation of sand bag barriershall be in accordance with the Preambles to Bill ofQuantities:-(a)Labour required for installation purposes;5.7.2 (ii) Maintenance of sand bag barrierUnitThe units of measurement for maintenance of sand bagbarrier shall be in number (no).MeasurementThe measurement for payment shall be maintenance of thecompleted sand bag barrier and shall be made in eachinterim payment in proportion of the total period lapsed tothe Contract Period (excluding Defects Liability Period).Pricing FactorThe item for maintenance of sand bag barrier shall be inaccordance with the Preambles to Bill of Quantities:-48

(a)(b)Sand bag barrier shall be checked daily before andafter rain events, weekly during the rainy season, andat two-week intervals during the non-rainy season.Sediment should be removed when the sedimentaccumulation reaches to approximate 1/3 of thebarrier height and it has to be incorporated intoearthwork on the site or disposed at an appropriatelocation.5.7.3 Silt Trap & Sediment Basin5.7.3 (i) GabionUnitThe unit of measurement for construction of gabion units insilt traps or sediment basins shall be in number (no)MeasurementThe measurement for payment shall be the number ofspecified size gabion unit constructed as shown in Drawingand approved by the S.O. and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for construction of gabion units in silt traps andsediment basins shall be in accordance with the Preambles toBill of Quantities:-(a)(b)(c)(d)Excavation for preparation of the silt trap anddisposal of surplus excavated material;Construction of gabion overflow including cage,geotextile and rock fill complete as shown inDrawing;Assembling, tying and staking for the positioning ofthe gabion units. ;Removal and disposal of all rubbish, debris andsurplus material from the site to the satisfaction ofthe S.O. including reinstatement of the site49

5.7.3 (ii) Sand BeddingUnitThe unit of measurement for sand bedding in silt traps orsediment basins shall be in cubic meter (m 3 ).MeasurementThe measurement for payment shall be the volume of sandbedding constructed as shown in Drawing and approved bythe S.O. and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for construction of sand bedding in silt traps andsediment basins shall be in accordance with the Preambles toBill of Quantities:-(a)(b)Excavation for construction of the sand bedding anddisposal of surplus excavated material;Maintenance of the sand bedding to effectivelycontrol siltation and sedimentation.5.7.3 (iii) Stone FillingUnitThe unit of measurement for construction of stone filling insilt traps or sediment basins shall be in cubic meter (m 3 ).MeasurementThe measurement for payment shall be the volume of stonefilling constructed as shown in Drawing and approved by theS.O. and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removal50

Pricing FactorThe item for construction of stone filling in silt traps andsediment basins shall be in accordance with the Preambles toBill of Quantities:-(a)(b)Excavation for construction of stone filling anddisposal of surplus excavated material;Maintenance of the stone filling to effectively controlsiltation and sedimentation.5.7.3 (iv) Mortared Rip RapUnitThe unit of measurement for construction of mortared riprap in silt traps or sediment basins shall be in cubic meter(m 3 ).MeasurementThe measurement for payment shall be the volume ofmortared rip rap constructed as shown in Drawing andapproved by the S.O. and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for construction of mortared rip rap in silt traps andsediment basins shall be in accordance with the Preambles toBill of Quantities:-(a)(b)Excavation for construction of the mortared rip rapand disposal of surplus excavated material;Maintenance of the mortared rip rap to effectivelycontrol siltation and sedimentation.5.7.3 (v) Excavation for silt trap constructionUnitThe unit of measurement for excavation of earth for silttraps or sediment basin shall be in cubic meter (m 3 ).51

MeasurementThe measurement for payment shall be the volume of earthexcavated as shown in Drawing and approved by the S.O.and made as follows:-(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for excavation of earth for silt traps or sedimentbasin shall be in accordance with the Preambles to Bill ofQuantities:-(a)Excavation for preparation of the silt trap anddisposal of surplus excavated material;5.7.3 (vi) Maintenance of Silt Trap or Sediment BasinUnitThe units of measurement for maintenance of silt trap orsediment basin shall be lump sum (sum).MeasurementThe measurement for payment shall be maintenance of thecompleted silt trap or sediment basin and shall be made ineach interim payment in proportion of the total period lapsedto the Contract Period (excluding Defects Liability Period).Pricing FactorThe item for maintenance of silt trap or sediment basin shallbe in accordance with the Preambles to Bill of Quantities:-(a)(b)(c)Regular inspection and maintenance throughout theconstruction period as directed by the S.O. and makegood and replace any damaged component;Removal of silt and sediment accumulated toapproximate 2/3 of filter height including disposal;Inspection at regular interval and after heavy rain fordamage and other types of deterioration andreplacement if required52

5.7.3 (vii) Temporary DrainageUnitThe unit of measurement for provision and maintenance oftemporary earth drain shall be cubic metre (m 3 ).MeasurementThe measurement shall be the volume of the void formedfrom the surface of the ground after clearing and excavationof top soils to the lines, levels, grades and dimensions asshown in Drawings or as directed by the S.O.Pricing FactorThe item for provision and maintenance of temporary earthdrain shall be in accordance with the Preambles to Bill ofQuantities:-(a)(b)(c)(d)Preparation of site, excavation, leveling, trimming,shaping and compacting surface of excavation to therequired lines, levels, grade and dimensions anddisposal of surplus excavated material;Reinstatement of site on completion of the work, tothe satisfaction of the S.O.Inspection at regular interval and after heavy rain tocheck for clogs and sediment-laden;Removal of accumulated sediment to disposal siteand reshaping of temporary drainage;5.7.4 Gabion Wall5.7.4 (i) Construction of Gabion WallUnitThe unit of measurement for construction of gabion wallshall be in number (no).MeasurementThe measurement for payment shall be the number ofspecified size gabion constructed as shown in Drawing andapproved by the S.O. and made as follows:-53

(a)(b)80% on complete construction to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for construction of gabion wall shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)(c)(d)Excavation for preparation of bed and disposal ofsurplus excavated material;Construction of gabion overflow including cage,geotextile and rockfill complete as shown inDrawing;Assembling, tying and staking for the positioning ofthe gabion units;Removal and disposal of all rubbish, debris andsurplus material from the site to the satisfaction ofthe S.O. including reinstatement of the site.5.7.4 (ii) Maintenance of Gabion WallUnitThe unit of measurement for maintenance of gabion shall bein number (no).MeasurementThe measurement for payment shall make in each interimpayment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).Pricing FactorThe item for maintenance of gabion wall shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)Regular inspection and maintenance throughout theconstruction period as directed by the S.O. and makegood and replace any damaged component;Removal of accumulated silt and sediment when fullincluding disposal.54

5.7.5 Check Dam5.7.5 (i) Construction of Check DamUnitThe unit of measurement for construction of check dam shallbe cubic metre (m 3 ).MeasurementThe measurement for payment shall be the volume of rockconstructed as shown in drawing and approved by the S.O.and made as follows:-(a) 80% on complete construction to the satisfaction ofthe S.O.;(b)20% on removal.Pricing FactorThe item for construction of check dam shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)(c)Excavation for preparation of bed and disposal ofsurplus excavated material;Construction of rock check dam including overflowcomplete as shown in Drawing;Removal and disposal of check dam, all rubbish,S.O. including reinstatement of the site.5.7.5 (ii) Maintenance of Check DamUnitThe unit of measurement for maintenance of check damshall be cubic metre (m 3 ).MeasurementThe measurement for payment shall be maintenance of thecompleted check dam and shall be made in each interimpayment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).55

Pricing FactorThe item for maintenance of check dam shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)Regular inspection and maintenance throughout theconstruction period as directed by the S.O. and makegood and replace any damaged component;Removal of silt and sediment accumulated toapproximate 2/3 of filter height including disposal.5.7.6 Silt Curtain5.7.6 (i) Installation of Silt CurtainUnitThe unit of measurement for installation of silt curtain shallbe square metre (m 2 ).MeasurementThe measurement for payment shall be the area of curtainconstructed as shown in drawing and approved by the S.O.and made as follows:-(a)(b)80% on complete installation to the satisfaction ofthe S.O.;20% on removalPricing FactorThe item for installation of silt curtain shall be in accordancewith the Preambles to Bill of Quantities:-(a)(b)Installation of silt curtain complete as shown indrawing;Removal including of all rubbish, debris and surplusmaterial from the site to the satisfaction of the S.O.5.7.6 (ii) Maintenance of Silt CurtainUnitThe unit of measurement for maintenance of silt curtainshall be square metre (m 2 ).56

MeasurementThe measurement for payment shall be maintenance of thecompleted silt curtain and shall be made in each interimpayment in proportion of the total period lapsed to theContract Period (excluding Defects Liability Period).Pricing FactorThe item for maintenance of silt curtain shall be inaccordance with the Preambles to Bill of Quantities:-(a)Inspection at regular interval and after heavy rain forrips tears and other types of deterioration andreplacement if required.5.8 Topsoil and Finished Slope Temporary Protection5.8.1 Plastic SheetingUnitThe unit of measurement for plastic sheeting to temporarily cover topsoiland finished slope shall be square metre (m 2 ).MeasurementThe measurement for payment shall be the area of sheeting laid (laps shallnot be measured for payment) as approved by the S.O. and made asfollows:-(a)(b)90% on complete installation to the satisfaction of the S.O.;10% on maintenance and removalPricing FactorThe item for installation of plastic sheeting shall be in accordance with thePreambles to Bill of Quantities:-(a)Supply and placing of sheeting to cover topsoil stockpile.5.8.2 Silt FenceUnitThe unit of measurement for construction of silt fence shall be linear metre(m).57

MeasurementThe measurement for payment shall be the length of complete fenceconstructed as shown in drawing and shall be made as follows:-(a)(b)80% on complete construction to the satisfaction of the S.O.20% on removalPricing FactorThe item for construction of silt fence shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)(d)Clearing of site for base preparation;Construction of silt fence complete as shown in drawing;Removal and disposal of all rubbish, debris and surplus materialfrom the siteTo the satisfaction of the S.O. including reinstatement of the site5.9 Fuel Spillage Management5.9.1 Containment Bund for Bulk Fuel TankUnitThe unit of measurement for skid tank bund shall be in number (no).MeasurementThe measurement for payment shall be the number constructed as shown indrawing and approved by the S.O. and made as follows:-(a)(b)(c)70% on complete construction to the satisfaction of the S.O.;20% on maintenance;10% on removal.Pricing FactorThe item for construction of containment bund shall be in accordance withthe Preambles to Bill of Quantities:-(a)Excavation for preparation of base and disposal of surplusexcavated material;58

(b)(c)(d)(e)Construction of concrete base, brick wall including grease trap withoil and grease separator overflow complete as shown in Drawing;Regular cleaning and maintenance of grease trap, bund andsurrounding areas to prevent surface corrosion;Installation of proper drainage to bund and surrounding area;Demolition, removal and disposal of bund and all rubbish, debrisand surplus material from the site to the satisfaction of the S.O.including reinstatement of the site.5.10 Waste Management5.10.1 Scheduled Waste Disposal5.10.1 (i) Storage ShedUnitThe unit of measurement for construction of storage shedshall be Lump Sum (sum)MeasurementThe measurement for payment shall be the shed constructedas shown in Drawing and approved by the S.O. and made asfollows:-(a)(b)90% on complete construction to the satisfaction ofthe S.O.;10% on maintenance and removalPricing FactorThe item for construction of containment bund shall be inaccordance with the Preambles to Bill of Quantities:-(a) All cost associated with the construction,maintenance and removal of suitable storage shed forthe purpose of housing scheduled wastes5.10.1 (ii) Scheduled WastesUnitThe unit of measurement for disposal of scheduled wasteshall be Lump Sum (sum).59

MeasurementThe measurement for payment shall be the number ofconsignment of scheduled waste disposed from the projectsite.Pricing FactorThe item for disposal of scheduled waste shall be inaccordance with the Preambles to Bill of Quantities:-(a) Identifying the category of scheduled wastegenerated from the project site as per the 1 stSchedule;(b) Treating and recovering of scheduled wastegenerated on site according to the regulations andspecification;(c)(d)(e)Storing and labeling of scheduled waste as perregulations;Delivering of scheduled waste by licensed contractorto prescribed premises for treatment;Training of all relevant employees involved inidentification, handling, transportation, storage andresponse to spillage or release of scheduled wastes.5.10.2 Grease TrapUnitThe unit of measurement for grease trap shall be in number (no).MeasurementThe measurement for payment shall be the number of grease trapconstructed as shown in drawing.Pricing FactorThe item for construction of grease trap shall be in accordance with thePreambles to Bill of Quantities:-(a)Construction and maintenance of grease trap at kitchen areas,sharing and workshop;60

(b)(c)Skimming of oil and grease from the trap for disposal as scheduledwaste;Removal of grease traps to the satisfaction of S.O.5.11 Management of Disposal Site for Surplus Material5.11.1 Earthworks5.11.1 (i) Close TurfingRefer to Earthworks Method of Measurement5.11.1 (ii) Hydroseeding with fibromat or equivalent5.11.1 (iii) Vertiver ZUnitRefer to Earthworks Method of MeasurementThe unit of measurement for planting and maintenance of vertiver Zshall be square metre (m²).MeasurementThe measurement for payment shall be made of the plan area placedto the lines, level grades and dimensions shown in Drawing or asdirected by the S.O.Pricing FactorThe item for planting and maintenance of vertizer Z shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)(c)Removal of debris from the surfaces of earthwork to beturfed;The preparation of the areas to be turfed including ifappropriates the amount of topsoil to be used and its methodof application;The details and results of investigations to determine whichtypes of grass and legume are compatible with the soil in theareas to be turfed;61

(d)(e)(f)(g)(h)(i)(j)The types of grass and legume (if any) and strains of seed tobe used, and the function, root and growth characteristics ofeach type;The rates of application of the grass and legume seeds;The type of mulch to be used and its method and rate ofapplication;The amounts of lime or other chemicals (if any) to beapplied to improve the soil before, during and after turfing;The equipment and methods to be used in preparing andplacing the turf mix and other materials;The cultivation and after – care of the turfed areas, includingrates and frequencies of watering, fertilising, grass cuttingand general maintenance for 1 year after turfing;An estimate of the time required after turfing forestablishment of a permanent dense growth of grass whichwill require minimal maintenance;5.11.1 (iv) CreepersUnitThe unit of measurement for planting and maintenance of creepersshall be square metre (m²).MeasurementThe measurement for payment shall be made of the plan area placedto the lines, level grades and dimensions shown in Drawing or asdirected by the S.O.Pricing FactorThe item for planting and maintenance of creepers shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)Removal of debris from the surfaces of earthwork to beturfed;The preparation of the areas to be turfed including ifappropriates the amount of topsoil to be used and its methodof application;62

(c)(d)(e)(f)(g)(h)(i)(j)The details and results of investigations to determine whichtypes of grass and legume are compatible with the soil in theareas to be turfed;The types of grass and legume (if any) and strains of seed tobe used, and the function, root and growth characteristics ofeach type;The rates of application of the grass and legume seeds;The type of mulch to be used and its method and rate ofapplication;The amount of lime or other chemicals (if any) to be appliedto improve the soil before, during and after turfing;The equipment and methods to be used in preparing andplacing the turf mix and other materials;The cultivation and after – care of the turfed areas, includingrates and frequencies of watering, fertilising, grass cuttingand general maintenance for 1 year after turfing;An estimate of the time required after turfing forestablishment of a permanent dense growth of grass whichwill require minimal maintenance;5.11.2 DrainageTaken from Drainage Works Method of Measurement:-4.8 Surface DrainUnitThe unit of measurement for surface drain shall be linear metre (m).MeasurementThe measurement for payment shall be length measured along thecentre line of the drain as shown on the drawings or as directed bythe S.O between any of the following:(a)(b)(c)The external faces of manholes, sump, chambers, and likethe like;The external faces of headwalls, inlet and outlet structuresand the like;The intersections of the centre at drain/pipe junctions;63

(d)(e)The position of terminations as shown on the drawings; andThe point of change of stage depth.In the case of cascade drains, the length shall be measured along thecentre line of the projected horizontal plane. No allowance shall bemade foe laps.The depth of drains shall be the vertical measurement between theinvert and the lowest of the following:(a)(b)(c)(d)Lower existing ground level at sides;Lower formations level at sides;At slopes, for the lower finished earthwork level at sidesprior to top soiling measured perpendicular to the invert;Lower finished earthworks level at sidesThe average depth to invert shall be calculated arithmetic means ofthe depths taken at intervals of 10 metres along the drains startingfrom the outfall end. For terminal lengths of drains less than 10metres long, the measurement of depths shall be taken at their ends.Where the depth of drains are not stated, the Contractor shallestablish the depth of excavation required from the informationprovided in the Contract and allow their costs in the rates.Item CoverageThe item for the drain shall be in accordance with the Preambles tothe Bill of Quantities General Directions and shall include:(a)(b)(c)(d)(e)Locating existing drains;Breaking into existing drains, chambers and the like, dealingwith existing flow and making connections unless otherwisemeasured separately;Hand or machine excavation in any material except rock,dewatering upholding the sides, keeping the excavation freeof water, backfilling with approved material from any sourceand compaction;Taking precautions to avoid damage to existing worksincluding providing temporary supports;Excavation and filling of soft spot with granular backfillingmaterial and compaction;64

(f) Brickworks (including rendering), stonework, filtermaterials, pipes and fittings including cutting, laying,stepping and jointing;(g)(h)(i)(j)(k)(l)(m)(n)(o)(p)(q)(r)(s)(t)Building in drains to sumps, chambers, headwalls and thelike;Blinding and bedding;Concrete bedding hunching and surround and cementmortar;Formwork and reinforcement;Trimming of sides‟ slopes and inverts, leveling andcompaction;Stepping of inverts;Double handling and disposal of material to dumping site offsite provided by the Contractor;Movement joints to concrete beds surrounds and the like;Reinstatement of surfaces;Taking precautions to prevent siltation and desalting prior tohandling over;Checking and cleaning;R.C struts for blocks to drain with brick sides, precastconcrete covers (where specified, mild steel gratings, frameand bedding);Additional excavation the contractor may require forworking space and its subsequent backfilling; andTransport, unload, storage and multiple handling of precastconcrete drain sections.4.10 SumpsUnitThe unit of measurement for sump shall be number (no).65

MeasurementThe measurement shall be the number of the completed sump (wallsand base) as shown on the Drawing or as directed by the S.O. Thedepth shall be the distance between the top surface or the structureand the invert if the main channel or upper most surface of the baseslab.Item CoverageThe item of the sump shall be accordance with the Preambles to theBill of Quantities General Directions and shall include:(a)(b)(c)(d)(e)(f)(g)(h)(i)(j)(k)(l)(m)(n)Excavation in any material except rock, upholding the sides,keeping excavation free of water, backfilling with approvedmaterial from any source and compaction, double handlingand disposal of material;Taking precautions to avoid damage to existing worksincluding providing temporary supports;Trimming of side slopes and inverts, leveling andcompaction;Excavation and filling of soft spots with granular backfillingmaterial and compaction;Blinding and bedding, hunching and surround material;Concrete, formwork and reinforcement;Brickworks and rendering for brick sumps;Channels, fittings, benching and building, in drains andpipes;Steps iron, safety chains, ladders, handholds, anchor irons,bearers support and the like;Mild steel grating to suit including frame;Reinstatement of surfaces;Cleaning and desalting prior to handing over;Additional excavation for working space and its subsequentbackfilling;Movement joints;66

(o)Joint filler, sealant and water stops.5.11.3 Retaining WallUnitThe unit of measurement for construction and maintenance ofretaining wall shall be in number (no).MeasurementThe measurement for payment shall be the number of specified sizeof the retaining wall as shown in drawing and approved by the S.O.and made as follows:-(a)(b)(c)60% on complete construction to the satisfaction of the S.O.;30% for maintenance10% on removalPricing FactorThe item for construction and maintenance of retaining wall shall bein accordance with the Preambles to Bill of Quantities:-(a)(b)(c)(d)Excavation for preparation of bed and disposal of surplusexcavated material;Construction of gabion overflow including cage, geotextileand rockfill complete as shown in Drawing;Assembling, tying and staking for the positioning of thegabion units;Removal and disposal of all rubbish, debris and surplusmaterial from the site to the satisfaction of the S.O.including reinstatement of the site.(e) Regular inspection and maintenance throughout theconstruction period as directed by the S.O. and make goodand replace any damaged component;(f) Removal of accumulated silt and sediment when fullincluding disposal.67

5.12 Flora Management5.12.1 Flora SurveyUnitThe unit of measurement to conduct Flora Survey shall be Lump Sum(sum).MeasurementThe measurement for payment shall be the submission and acceptance ofthe report by the S.O.Pricing FactorThe item for conducting flora survey shall be in accordance with thePreambles to Bill of Quantities:-(a)The costs of literatures, references and consultation in theproduction of the floral survey report.5.12.2 Relocation, Transportation and Maintenance of TreesUnitThe unit of measurement for relocation, transportation and maintenance oftrees with conservation value shall be in number (no).MeasurementThe measurement for payment shall be upon the completion of therelocation process and acceptance by the S.O.Pricing FactorThe item for relocation, transportation and maintenance of trees shall be inaccordance with the Preambles to Bill of Quantities:-(a)(b)(c)(d)Trees relocation to approved site and/or arboretum as required byJabatan Perhutanan;Handling, storing and maintaining packages of salvaged trees inwell kept condition including safety during relocation andtransportation;Watering;Fertiliser required and nurturing until the flora is established at thetemporary nursery and at the final place of relocation.68

5.13 Wildlife Management15.13.1 Fauna surveyUnitThe unit of measurement to conduct fauna survey shall be Lump Sum(sum).MeasurementThe measurement for payment shall be based on the number of surveysscheduled for the project.Pricing FactorThe item to conduct fauna survey shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)Fauna survey prior to site clearing, during middle and end ofconstruction period;Preparation and submission of fauna status report.5.13.2 Wildlife TranslocationUnitAllow as provisional sum.5.14 Noise Control (For permanent works only)5.12.1 Noise BarrierUnitAllow as provisional sum.The unit of measurement shall be square metre (m²).MeasurementThe measurement for payment shall be the exposed plain surface area onthe traffic side of noise barrier installed according to the specification andapproved by the S.O.69

Pricing FactorThe item for construction of noise barrier shall be in accordance with thePreambles to Bill of Quantities:-(a)(b)(c)Site clearing and base preparation;Supply and driving of poles;Replacement of defective materials and components70

CHAPTER 6BILL OF QUANTITIES71

PROJECT:ITEMNOBILL NO 10: ENVIRONMENTAL PROTECTION WORKSDESCRIPTION OF WORKS UNIT QTY RATE AMOUNTNON - PHYSICAL WORKS10.1 ENVIRONMENTAL IMPACT ASSESSMENT(EIA)10.1.1 Preparation, submission and approval of EIA Reportby environmental consultant registered withDepartment Of Environment (DOE)sum(RM)SEN10.2 ENVIRONMENTAL MANAGEMENT PLAN(EMP)10.2.1 Preparation, submission and approval of EMP byenvironmental consultant registered with DOEincluding :-(i) Erosion and Sediment Control Plan(ii) Flora Management Plan *(iii) Wildlife Management Plan *10.3 ENVIRONMENTAL OFFICER (E.O.)10.3.1 Provision of a full time E.O. for environmentalmanagement works only, throughout the contractperiod for the implementation of EMP and/or JKREMS : MS ISO 1400110.4 ENVIRONMENTAL MONITORING, AUDIT ANDTRAINING10.4.1 Environmental Monitoringi) Water Quality Monitoringa) Conduct monthly river/stream/other water bodies*water quality monitoring as specified and as shownon drawing for the following parameters or asdirected by the S.O./P.D.* through out the contractperiod :-1. Turbidity;2. pH;3. Total Suspended Solids (TSS);4. Biochemical Oxygen Demand (BOD);5. Chemical Oxygen Demand (COD);6. Dissolved Oxygen (DO);7. Oil & Grease;8. E. Coli;9. Ammoniacal Nitrogen (NH3-N)sumsumsumCarried to Collection72

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNTNON – PHYSICAL WORKS (cont’d)10.4 ENVIRONMENTAL MONITORING, AUDIT ANDTRAINING (cont‟d)(RM)SEN10.4.1 Environmental Monitoring (cont‟d)i) Water Quality Monitoring (cont‟d)b) Conduct monthly water quality monitoring of theeffluent discharge at accommodation, workshop andcanteen area as specified for the following parametersor as directed by the S.O./P.D.* through out thecontract period :-1. Turbidity;2. pH;3. Total Suspended Solids (TSS);4. Biochemical Oxygen Demand (BOD);5. Chemical Oxygen Demand (COD);6. Dissolved Oxygen (DO);7. Oil & Grease;8. E. Coli;9. Ammoniacal Nitrogen (NH3-N)c) Conduct monthly water quality monitoring atdischarge outlet of silt trap, sediment pond, sedimentbasin as specified for Total Suspended Solid (TSS) oras directed by the S.O./P.D.* through out the contractperiod.ii) Air Quality MonitoringConduct quarterly air quality monitoring for TotalSuspended Particulates (TSP) for 24-hour periodincluding wind velocity and direction as specified oras directed by the S.O./P.D.* through out thecontract period.iii) Noise MonitoringConduct quarterly noise monitoring (12 hoursaverage) including L eq , L 10 and L 90 as specified or asdirected by the S.O. /P.D.* throughout the contractperiod.iv) Vibration MonitoringConduct vibration monitoring as specified or asdirected by the S.O. /P.D.* through out the contractperiod.Carried to Collectionsumsumsumsumsum73

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM)SENNON – PHYSICAL WORKS (cont’d)10.4 ENVIRONMENTAL MONITORING, AUDIT ANDTRAINING (cont'd)10.4.1 Environmental Monitoring (cont'd)v) Environmental Quality ReportPreparation of five (5) copies (per month) of thefollowing report through out the contract period :-a) Monthly environmental quality report sum10.4.2 Environmental Auditi) Conduct quarterly audit as specified includingpreparation of five (5) copies of EnvironmentalMonitoring and Audit Report (per audit) throughoutthe contract periodii) Conduct closure audit prior to issuance ofcertificate of practical completion includingpreparation of five (5) copies of the reportsumno 110.4.3 Trainingi) Local TrainingConduct environmental training on site for JKRpersonnel once a year.noPHYSICAL WORKS10.5 DUST AND MUD CONTROL10.5.1 Water Bowser TruckProvision, operation and maintenance of bowsertruck including operator, pumping of water, watertank and other necessary equipments as specified forcarrying out water spraying along haul/access roads,existing roads and near settlements or as directed bythe S.O./P.DnoCarried to Collection74

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM)SENPHYSICAL WORK (cont’d)10.5 DUST AND MUD CONTROL (cont‟d)10.5.2 Tyre Washing Facilitiesi) Portable Water JetProvision, operation and maintenance of portablewater jet including operator, water tank and othernecessary equipments as specified for carrying outcleaning of vehicle tyres at various exits of theworksites or as directed by the S.O./P.Dii) Wash TroughConstruction and maintenance of wash troughincluding excavation, backfill and disposal of surplusmaterials, formwork, reinforcement, hardcore andplacement of aggregate layer as specified and shownin the drawing or as directed by the S.O./P.D.*nono10.5.3 Water SprinklerProvision and maintenance of water sprinkler forcontrolling dust at quarry/ batching plant as directedby S.O./P.D.*no10.6 EROSION CONTROL10.6.1 Natural ControlCreepersPlanting and maintenance of creepers until fullyestablished as specified or as directed by theS.O./P.D.*I) Centrusemo Pubscens m 2II) Ficus Pumila m 2III) Parthenocissus Himalayana m 2IV) ……………… (any other suitable species) m 2Carried to Collection75

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM)SENPHYSICAL WORK (cont'd)10.7 SEDIMENT CONTROL10.7.1 Silt Fencei) Construction of 1.0m high silt fence including nonwovengeotextile and wooden post with dimension asspecified and shown in the drawing or as directed bythe S.O./P.D.*ii) Maintenance of silt fence as specified or asdirected by the S.O./P.D.*mm10.7.2 Sand Bagsi) Supply and lay gunny sack (or equivalent) filledwith sand as specified and shown in the drawing or asdirected by the S.O./P.D.*ii) Maintenance of sand bags as specified or asdirected by the S.O./P.D.*nono10.7.3 Silt Trap and Sediment Basini) Gabion cage with rock fill and geotextile includingexcavation, jointing, backfilling and disposal ofsurplus materials as specified and shown in thedrawing or as directed by the S.O./P.D.*a) 1.0m x 1.0m x 1.0m gabion nob) 2.0m x 1.0m x 1.0m gabion noc) 2.0m x 1.0m x 0.5m gabion nod) 2.0m x 1.0m x 0.3m gabion noii) Sand bedding for silt traps m 3iii) Stone filling at outlet m 3iv) 300 mm thick mortared rip-rap m 2v) Excavation to form silt trap m 3Carried to Collection76

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNTPHYSICAL WORK (cont'd)SEDIMENT CONTROL (cont‟d)vi) Maintenance as specified or as directed by theS.O.a) silt trap sumb) sedimentation basin sumvii) Provision and maintenance of temporarym 3earth drain(RM)SEN10.7.4 Gabion Walli) Construction of 1.0m x 1.0m x1.0m gabion cagewith rock fill, sand bed and geotextile includingexcavation, jointing, backfilling and disposal ofsurplus materials as specified and shown in thedrawing and as directed by the S.O./P.D.*ii) Maintenance of gabion wall as specified or asdirected by the S.O./P.D.*nono10.7.5 Check Dami) Construction of check dam using rocks as specifiedand as shown in the drawing or as directed by theS.O.ii) Maintenance of check dam as specified or asdirected by the S.O./P.D.*m 3no10.7.6 Silt Curtaini) Installation of silt curtain including non-wovengeotextile and floats as specified and as shown in thedrawing or as directed by the S.O./P.D.*ii) Maintenance of silt curtain as specified or asdirected by the S.O./P.D.*m 210.8 TOPSOIL PROTECTION10.8.1 Provision and maintenance of plastic sheeting toimmediately cover topsoil stockpile for turfing andlandscaping10.8.2 Construction of 1.0m high silt fence including nonwovengeotextile and wooden post with dimension asspecified and shown in the drawing or as directed bythe S.O./P.D.*Carried to Collectionm 2m77

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNTPHYSICAL WORK (cont'd)10.9 FUEL SPILLAGE MANAGEMENT(RM)SEN10.9.1 Containment Bund for Bulk Fuel TankConstruct impervious concrete base as per drawing tocontain 110% volume of stored fuel including greasetrapno10.10 WASTE MANAGEMENT10.10.1 Scheduled Wastes Disposali) Construction of storage shed to temporary housescheduled wastes as specified and as shown in thedrawingii) Disposal of scheduled waste to designated andapproved premisessumsum10.10.2 Grease TrapProvision and maintenance of grease traps at kitchenareas, sharing and workshopno10.11 MANAGEMENT OF DISPOSAL SITE FORSURPLUS MATERIAL10.11.1 EarthworksProtective Vegetation for Erosion ControlPlant and maintain until fully establish as specified oras directed by the S.O./P.D.*i) Closed turfing m 2ii) Hydroseeding with fibromat or equivalent m 2iii) Vertiver Zmiv) Creepers m 210.11.2 Drainagei) Embankment Sump OutletReinforced concrete class 25/20 embankment sumpoutlet including excavation, concrete, reinforcement,leveling, blinding, formworks, RCP, backfilling andall incidentals necessary as shown in drawings or asdirected by the S.O./P.D.*Carried to Collection78

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM) SENPHYSICAL WORK (cont’d)MANAGEMENT OF DISPOSAL SITE FORSURPLUS MATERIAL (cont‟d)a) Sump Type S3 internal size 400mm x 600mm x no700mm depthb) ………………………………………… noii) DrainsReinforced insitu concrete class 25/20 in drains atany inclination including excavation, junction,reinforcement, formworks where necessary, joints,stepping, backfilling and disposal of surplus materialand all incidental necessary as specified and as shownin Drawings or as directed by the S.O./P.D.*a) Toe Drain Along Toe of Embankment- 450mm invert width, 450mm deep m- 600mm invert width, 600mm deep mb) Berm Drain Along Berm of Embankment- 400mm deep mc) Embankment Shoulder Block Drain m- 300mm half round concrete draind) Slope Drain Down Embankment Slope(Spillway)- 600mm invert width, 500mm deep m10.11.3 Gabion Retaining WallConstruction and maintenance of gabion retainingwall inclusive of geotextile filter and sand drainageblanket and necessary works as specified and asshown in drawings or as directed by S.O./P.D.*i) 2.0m x 1.0m x 1.0m gabion noii) 2.0m x 1.0m x 0.5m gabioniii) 2.0m x 1.0m x 0.3m gabionnonoCarried to Collection79

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM) SENPHYSICAL WORK (cont'd)10.12 FLORA MANAGEMENT10.12.1 Conduct Flora Survey as specified. no 210.12.2 Relocate, transport and maintain trees withconservation value of girth 300mm and above :i) to nearby sites approved by forester or botanist noii) to arboretumno10.13 WILDLIFE MANAGEMENT10.13.1 Conduct Fauna Survey as specified. no 210.14 NOISE CONTROL (Permanent Works)10.14.1 Noise BarrierSupply and install noise barrier type as approved bySO/PD* at specified locations as directed by theS.O./P.D.*m 2Carried to Collection80

ITEMNODESCRIPTION OF WORKS UNIT QTY RATE AMOUNT(RM) SENPHYSICAL WORK (cont'd)10.15 EROSION CONTROL (cont‟d)10.15.1 Artificial ControlProprietary ProductsAllow a Provisional Sum of Ringgit______________________ for the supply,installation and maintenance of proprietary productsto be used and expended as directed by the S.O./P.D.*in part or whole or entirely omittedPS10.16 WILDLIFE MANAGEMENT10.16.1 Allow a Provisional Sum of Ringgit___________________ to translocation wildlife tosites approved by Jabatan Perhilitan to be used andexpended as directed by the S.O./P.D.* in part orwhole or entirely omittedPSCarried to Collection81

CHAPTER 7BEST MANAGEMENT PRACTICES82

CHAPTER 7:BEST MANAGEMENT PRACTICESSoil Erosion and Sedimentation Control MeasuresSilt TrapsCourtesy of: Pn.Geetha (Europasia Eng. Services)Sediment Basins83

Sediment Basins OutletsSilt Marker & Desilting WorksSource : Projek Lebuhraya Pantai Timur Fasa 2, Pakej 2Sand Bag & Grease Trap84

Silt FenceSource ::Projek Lebuhraya Pantai Timur Fasa 2, Pakej 2Silt CurtainCourtesy of: Wiranda (M) Sdn. BhdGabion WallCourtesy of: Pn.Geetha (Europasia Eng. Services)85

TurfingZHydroseedingSources: Projek Membina dan Menyiapkan Jalan Pos Betau Lembah Bertam, Pahang86

SCHEDULED WASTE MANAGEMENTCourtesy of: Pn.Geetha (Europasia Eng. Services)87

FLORA AND FAUNA MANAGEMENTEXAMPLES OF ANIMAL VIADUCTCourtesy: Wiranda (M) Sdn Bhd. – Projek Simpang Pulai Lojing – Gua MusangFLORA SALVAGINGProtected endemic species Rafflesia, found onlyin Hutan Simpan Belum, Endau Rompin andTaman Kinabalu88

EXAMPLES OF ENVIRONMENTAL MONITORING1. Examples of Water / Effluent Quality MonitoringSource: Projek Trans-Eastern Kedah Interland Highway89

2. Examples of Air Quality MonitoringSource: Projek Trans-Eastern Kedah Interland Highway3. Example of Noise MonitoringSource: Projek Trans-Eastern Kedah Interland Highway90

CHAPTER 8STANDARD DRAWINGS AND FIGURES91

Drawing 1: Containment Bund For Skid Tank94

Drawing 2: Silt Traps95

Drawing 3: Wash Trough For Construction Site At Urban Area96

Drawing 4: Wash Trough For Construction Site At Rural Area97

Drawing 5: Silt Fence98

Drawing 6: Check Dam99

Drawing 7: Scheduled Waste Storage Shed100

Drawing 8: Disposal of Suitable Cut Materials101

JOINT TO SUITSITE CONDITIONWATER LEVELGEOTEXTILE SEPARATORCONCRETE ANCHORAGEEVERY 6000mm CURTAINWIRE ROPEHARD WOOD PICKETTYPICAL CONCRETE ANCHORCURTAIN ARRANGEMENTNOTES :ALL DIMENSION ARE IN MILIMETRE UNLESS OTHERWISE STATEDDrawing 9: Silt Curtain102

Drawing 10: Unsuitable Material Disposal Embankment103

REFERENCES(1) Environmental Quality Act 1974 (Act 127) & Subsidiary Legislations(2) Department of Environment, 2007: A Handbook of Environmental ImpactAssessment Guidelines (4 th Edition)(3) Environmental Impact Assessment Guidelines for Highway/Road Project(4) Canter, L.W. (1996). Environmental Impact Assessment. McGraw Hill, Boston.(5) Protection of Wild Life Act 1972 (Act 76).(6) National Forestry Act 1984 (Act 313).(7) Fisheries Act 1985 (Act 317)(8) Town and Country Planning Act 1976 (Act 172)(9) Occupational Safety and Health Act 1994 (Act 514)(10) Street, Drainage and Building Act 1974 (Act 133)(11) Jabatan Kerja Raya EMS ISO 140001 Environmental Manual and Procedure(12) Nota Teknik (Jalan) 22/01 : A Practical Guide to Prepare Bill of Quantities forEnvironmental Protection and Enhancement(13) Cawangan Jalan, Ibu Pejabat JKR, 50582 Kuala Lumpur, Standard Specificationfor Road Works : JKR/SPJ/1988(14) Manual Mesra Alam Malaysia, Jabatan Pengairan dan Saliran Malaysia, 2000(15) Department of Environment, 1986 : Water quality Criteria and Standards forMalaysia. Ministry of Science, Technology and the Environment, Malaysia(16) Flood Estimation for Urban Areas in Peninsular Malaysia (Hydrological ProcedureNo. 16), 1976, JPS Malaysia(17) Planning guidelines for the Preservation of Natural Topography in PhysicalPlanning and Development in Accordance with the Town and country PlanningAct 1976 (Act 172), the Federal Department of Town and country Planning,Malaysia(18) EIA Guidelines for Forestry, Department of Environment, 2000(19) EIA Guidelines for Housing and New Township Development Project, Departmentof Environment, 2003(20) Department of Environment Guidelines for Soil Erosion and Siltation Malaysia,1996(21) Guidelines of Slope Maintenance in Malaysia(22) Morgan, R.P.C., 1987. Soil Erosion and conservation Ed. D.A. Davidson.Longman UK.(23) Corner, E.J. H., 1988. The Wayside Trees of Malaya, 3 rd Edition (2 vols).Malayan Nature Society, Kuala Lumpur.(24) David T.J.,1993. Flora of Malaysia. Illustrated. Oxford University Press,Singapore.(25) Giles, R.H. (ed),1969. Wildlife Management Techniques, 3 rd Edition. Thewildlife Society Washington(26) Henderson, Murry & R, 1974. Malayan Wild Flowers (2 vols). Malayan NatureSociety, Kuala Lumpur(27) IUCN, 1994. IUCN Red List Categories. IUCN Special Survival Commission,IUCN Gland(28) John, B. 1993. A Birdwatchers Guide to Malaysia. Wymark Publ.(29) Junaide, P. C.M. Francis & K. Phillips, 1985. A Field Guide to the Mammals ofBorneo. The Sabah Society and WWF Malaysia104

APPENDIX 1Taken From Section 2.2.8 – Protective Vegetation for Erosion Control of StandardSpecification for Roadworks JKR/ SPJ/1988:-Standard Specifications For Building Works (2005 Edition):- SECTION A :PRELIMINARIES AND GENERAL CONDITIONS AND SECTION C :EXCAVATIONS AND EARTHWORKS105

Hydroseeding/TurfingTaken from From Section 2.2.8 – Protective Vegetation forErosion Control of Standard Specification for RoadworksJKR/ SPJ/1988:-TopsoilTopsoil stockpiled for the Works in accordance with Sub-Sections 2.1.1.3 and 2.1.2.3 (of Section 2.2.8 – ProtectiveVegetation for Erosion Control of Standard Specification forRoadworks JKR/ SPJ/1988) shall be spread and lightlycompacted to an even thickness of 50 mm as directed by theS.O. in areas to be turfed and/or seeded, or used as the S.O.shall otherwise direct for tree planting and other purposes.Turfing(i)(ii)(iii)(iv)Turfing shall be carried out as soon as practicable onall earth slopes and other areas as shown on theDrawings and/or where directed by the S.O.The type of turf shall be as indicated on theDrawings or other alternative type as approved bythe S.O. and shall be free of „lalang‟ and essentiallyfree of weeds.Turf shall be obtained in unbroken sods with asubstantial amount of topsoil and shall beapproximately 250 mm x 250 mm in size and 100mm thick, from an approved source, and shall beplaced in position as soon as practicable after cutting.Turf sods shall be stacked and watered when theycannot be laid immediately after cutting. Thesurfaces to be turfed shall be trimmed andthoroughly wetted. The turf shall then be carefullylaid to form a complete and uniform cover as shownon the Drawings.(v) Turf lay on slopes steeper than 1 (vertical) and 3(horizontal) shall be pegged down with bamboostakes approximately 250 mm in length.(vi)Approved fertiliser shall be applied after lacing ofturf at suitable times and at rates of applicationapproved by the S.O. All turf shall be regularlywatered and fertilised to the satisfaction of the S.O.until the vegetation is satisfactorily established.106

(vii)Any dead turf shall be replaced with new turf at theContractor's own expense.SeedingSeeding or hydroseeding shall be carried out as soon aspracticable on slopes and other areas as shown on thedrawings and/or directed by the S.O. The contractor shallsubmit to the S.O. for his consideration and approval, atleast four (4) weeks in advance of the proposed work, fulldetails of his proposed method of seeding or hydroseeding.The information submitted shall include, but not necessarilybe limited to, a full description of the following aspects ofthe work:-(i)(ii)(iii)(iv)(v)(vi)(vii)The preparation of the areas to be seeded orhydroseeded, including if appropriate the amount oftop soil to be used and its method of application;The details and results of investigations to determinewhich types of grass and legume are compatible withthe soil in the areas to be seeded;The types of grass and legume (if any) and strains ofseed to be used, and the function, root and growthcharacteristics of each type;The rates of application of the grass and legumeseeds;The composition of fertiliser to be used at the time ofseeding and its rate of application;The composition of fertiliser to be used after seeding,the times of application after seeding, and the ratesof application;The type of mulch to be used and its method and rateof application;(viii) The amounts of lime or other chemicals (if any) to beapplied to improve the soil before, during and/orafter seeding;(ix)(x)The type and amounts of binding agent to be appliedwith the seeds, mulch, fertiliser, etc., as appropriate;The proportions and methods of preparation of theseeding mix;107

(xi)(xii)The equipment and methods to be used in preparingand placing the seeding mix and other materials;The cultivation and after-care of the seeded areas,including rates and frequencies of watering,fertilising, grass cutting and general maintenance forat least 1 year after seeding;(xiii) The time after seeding required for establishingpermanent, dense growth of grasses, which willrequire minimal maintenance;(xiv)Guarantees of the success of the seeding work. Allgrass shall be regularly watered until the vegetationis satisfactorily established to the satisfaction of theS.O. Any dead grass shall be replaced at theContractor's own expense.SECTION A – Preliminaries and General Conditions22. Drainage of Site and Erosion Control22.1 The Contractor shall make proper provision for thedrainage of surface water from the work siteincluding rainwater from surrounding areas whichdrain on to the Site.22.2 The Contractor shall at his own cost, provide, form,fix and maintain such pumps, chutes, walls, drains,bunds and other temporary works necessary for theproper drainage of the Site so that no flooding orother damage or disturbance is caused to areassurrounding the Works or to the Works throughoutthe duration of the Contract.22.3 Silt trap shall be constructed as shown in theDrawings. The silt trap shall be maintained regularlythroughout the contract period, including desaltingwhen full or as directed by the S.O and making goodof any damaged portions during the course of theworks. The desalted material shall be transported todisposal site approved by the S.O.22.4 The Contractor shall, if and where directed by theS.O, install silt fences as shown in the drawings fortrapping silt and sediment from disturbed area duringconstruction. The silt fence shall be constructed of avertical barrier of geotextile supported by poles atregular intervals. The geotextile shall be made of108

non-woven material with minimum weight of200g/m2 and tensile strength 15 kN/m. The fenceshall be inspected after every rain and when asediment accumulation of approximately two third(⅔) of the fence height is observed; the silt shall beremoved and disposed of properly. The geotextileshall be checked for rips, tears and other types ofdeterioration and replaced as needed.22.5 The Contractor shall, if and where directed by theS.O, construct gabion walls which shall consist oflayers of gabion as shown in the Drawings fortrapping sediments in catchment area.22.6 The Contractor shall, if and where directed by theS.O, construct sediment pond or basin as shown inthe Drawings for collecting and trapping sedimentsbefore the water leaves the Site. The sediment basinshall be maintained such that the silt shall beremoved when a sediment accumulation ofapproximately one third (⅓) the basin depths isobserved.SECTION C – Excavations and Earthworks;16. Temporary Drainage Channels and Bunds16.1 As earthwork progresses, the Contractor shallprovide and maintain efficient drainage of the Site asspecified under SECTION A: PRELIMINARIESAND GENERAL CONDITIONS, until such time asthe permanent surface water drainage is installed.17. Clearing of Existing Ditches, Drains, Rivers, etc.17.1 During the execution of the earthwork, theContractor shall take all necessary precautions toprevent blockage or obstruction, and to ensure freeflowof existing drains, ditches, streams and the like.18. Protection and Maintenance of Earthworks18.1 The Contractor shall provide all necessary protectionand maintenance of earthwork, particularly from thedamaging effects of water entering the works fromrainfall, runoff, springs, rivers or streams. Damage tofinished or partly completed work arising from thelack of such protection and maintenance work, shall109

e made good by the Contractor at his own cost andexpense.18.2 Where turfing is required for slope protection, theyshall be planted immediately after the embankment isformed.18.3 If due to unforeseen circumstances turfing cannot becarried out immediately, temporary protection/cover(e.g. plastic sheets or equivalent) shall be laid onexposed slopes by the Contractor.110

APPENDIX 2GOVERNMENT REQUIREMENTS (NEED STATEMENT)(TERM OF REFERENCE) (FOR DESIGN AND BUILD PROJECTSONLY)111

(Please insert this document into the prebid document)GOVERNMENT REQUIREMENTS(NEED STATEMENT)(TERM OF REFERENCE)ENVIRONMENTAL PROTECTION AND ENHANCEMENT REQUIREMENTS(FOR DESIGN AND BUILD PROJECTS ONLY)112

Fill in Name of ProjectENVIRONMENTAL PROTECTION AND ENHANCEMENT REQUIREMENTSCONTENTSGENERAL1.0 Scope of Works2.0 Special Requirements3.0 Legal Requirements3.1 Compliance with the Legal Requirements3.2 Environmental Impact Assessment (EIA)3.3 Environmental Protection Works4.0 Safety and Health Requirements5.0 Waste Management and Disposal System6.0 Stormwater Management7.0 Environmental Management Plan7.1 Erosion and Sediment Control Plan (ESCP)8.0 Environmental Monitoring, Auditing and Training8.1 Monitoring8.2 Auditing8.3 Reports8.4 Training113

GENERAL1.0 Scope of Works1.1 The works shall cover planning, design, construction, monitoring, auditing,reporting, training and maintenance of environmental protection andenhancement works.1.2 The Contractor is deemed to have visited the site to familiarize himself withsite and local conditions that pertain to the necessary programme, design andexecution of this work. The Contractor shall take all necessary action andprecaution during construction and maintenance works so as not to affect thesurrounding environment.2.0 Special Requirements2.1 Forty five (45) days prior to site possession, the Contractor shall submit forthe P.D/S.O approval a detailed EMP based on the Arahan Teknik (Jalan)16/03 – Pindaan 2008. For projects subjected to EIA requirements, the EMPshall be submitted 45 days after the approval of the EIA. No site clearing andearthworks shall be carried out prior to EMP approval by relevantparties/authorities.2.2 The Contractor shall need to include the environmental activities in theprogram (CPM) to be submitted to the P.D/S.O. These activities shall containall the necessary actions and interactions in detail.2.3 The onus of obtaining timely approval from each relevant Local ApprovingAuthority on environment shall be the Contractor‟s responsibility. Untimelyreceipt of approvals which may affect the Contractor‟s design/constructionprogram shall not in any way be a basis/cause for consideration of timeextension or variation to the contract.2.4 The Contractor must take serious and urgent actions on all findings andrecommendations toward protecting the environment as in the report or/and asinstructed by the P.D/S.O.. Failure to do so, the P.D/S.O shall appoint otherparty and all cost will be borne by the contractor.2.5 The Contractor shall provide turbidity measuring equipment to determinedirect in-situ measurement on water quality for immediate rectification shouldpollution occur.3.0 Legal Requirements3.1 Compliance with the Legal RequirementsPrior to the execution of the project, the Contractor shall comply with theEnvironmental Quality Act 1974, Act 127 and other related environmentallegislations including, but not limited to:114

(a) National Land Code (Act 56 of 1965)(b) Town and Country Planning Act 1976, (Act 172)(c) Street, Drainage and Building Act, 1974: Act 133 and Amendment,1978(d) Protection of Wildlife Act, 1972 (Act 76)(e) Forestry Act 1984 (Act 313)(f) Land Conservation Act 1960 (Act 385)(g) Occupational Safety and Health Act 1994 (Act 514)(h) Solid Waste and Public Cleansing Management Act 2007 (Act 672)(i) Environmental Quality Act 1974 (Act 127 & Subsidiary Legislation)(j) Federal Territory (Planning) Act 1982 (Act 267)(k) Workers Minimum Amenities Act 1990 (Act 446)(l) Local Government Act 1976 (Act 171)3.2 Environmental Impact Assessment (EIA)Where EIA is required by the said Act, the Contractor shall prepare, submitand obtain approval from the Department of Environment (DOE). TheContractor shall incorporate in his Works all the abatement and mitigationmeasures for environmental protection and enhancement includingmonitoring and auditing.3.3 Environmental Protection WorksThe Contractor shall identify the significant environmental aspects andimpacts of the projects and execute all mitigating measures proposed in theConditions of Approval by the Approving Authority and in the EMP.Reference shall be made to the Arahan Teknik (Jalan) 16/03 – Pindaan 2008for a more comprehensive understanding of the scope of works. Thecontractor shall also observe / carry out the following:(i)(ii)(iii)(iv)Limit and control site clearing works to construction areas only.Existing trees of 80cm diameter at breast height are to be retained asmuch as possible and only minimum tree cutting is allowed unlessthey impose danger to the public and traffic after completion of theproject.Transport and stockpile topsoil to designated areas approved by theP.D./S.O for reuse during turfing, hydroseeding and landscaping.Turf or hydroseed slopes immediately upon reaching their formationlevels. For cut slopes, hydroseeding shall be carried out together withsupportive materials. Landscaping works shall commence early asdirected by the P.D. /S.O.Take necessary precautions to prevent deposition of debris, rubbish,silt, waste materials, polluted water, chemicals, etc. during executionof the works from entering existing streams/waterways.115

(v)(vi)(vii)(viii)(x)(xi)(xii)Construct berm/bench drains, interceptor drains and other relateddrainage works to slopes which have reached the required formationlevels. Provide temporary cover, for example, polythene or plasticsheet to exposed slopes.Provide and maintain sediment control measures namely silt fences,silt traps, sediment basins, gabion walls, check dams, silt curtains, etc.Upon completion, reinstate site including landscaping where sedimentbasins were located and remove other measures which are notrequired as directed by the P.D. /S.O.Take necessary precautions to ensure that tyres of all vehicles leavingthe site are free of mud.Not to carry out open burning on site unless with written approvalfrom the DOE.Supply and lay immediately at least to binder course layer on roadswhich have reached the required formation levels including therequired drainage system.Preserve mangrove areas on site unless deemed necessary forconstruction. However, the clearing of mangroves shall be limited toconstruction infrastructural area only and with approval from P.D./S.O.Bakau piles are not allowed to be used.4.0 Safety and Health RequirementsThe Contractor shall provide and maintain suitable accommodations for workmen bycarrying out the following:(i)(ii)(iii)(iv)(v)(vi)Locate suitable workmen's accommodation to be agreed by the P.D./S.O.Provide sufficient toilet facilities to the satisfaction of the P.D./S.O.Provide proper disposal for waste and refuse.Provide adequate supply of water for washing, cooking and drinking.Maintain site in a clean and sanitary condition and that complies with allrequirements of Government, Health and Sanitary Authorities.Prohibit activities such as hunting/trapping of wildlife. Fines/penaltiesimposed by the relevant Government Departments due to such activities shallbe borne by the Contractor.5.0 Waste Management and Disposal System5.1 All types of waste i.e. Solid waste, Liquid waste, Domestic waste (nonhazardous)and Scheduled wastes are to be segregated, stored and disposedin accordance with the Ministry of Health requirements , the DOErequirements and other approving Authority requirements (e.g. the LocalAuthority).116

5.2 Wastes with sharp edges are to be stored in specially designed containersand specially manufactured for that purpose.5.3 Scheduled waste shall be kept in labeled containers/ drums and stored instorage shed which shall both be maintained and removed in accordancewith the DOE requirements. Schedule waste shall be disposed by a licensedcontractor to approved prescribed premises for treatment.5.4 The disposal of Liquid or Solid waste and scheduled wastes must beproperly designed and programmed to abide with the Authorities‟Requirements.6.0 Stormwater ManagementStormwater management design and construction works shall conform with therequirements of Jabatan Kerja Raya „Drainage System‟, „Erosion and SedimentationControl Plan (ESCP), Jabatan Pengairan dan Saliran „Urban Stormwater ManagementManual (MSMA) and Local Authorities requirement.Stormwater drainage shall be designed for least maintenance cost, effective initialcost and serves its function. There shall be no flooding, ponding/silting up anderosion during construction and after completion of the works.7.0 Environmental Management Plan (EMP)The Contractor shall submit for prior approval by the government, anenvironmental consultant registered with DOE, for preparation of a site specificEMP. The EMP shall be submitted to the S.O. for endorsement 45 days prior tosite possession in compliance with the Conditions of Contract and/or in compliancewith the requirements of the conditions of approval of the EIA report by theDepartment of Environment.The EMP shall make reference to the following but not limited to:(a) DOE Format for the Preparation of EMPs.(b) JKR Environmental Management System (EMS).(c) The approved EIA report.(d) EIA Approval Conditions from DOE (attached if any).It should be clearly noted the EMP is a document for practical use on site bynominated personnel and thus should be concise, up to date and site specific.The Contractor shall engage the following qualified personnel (degree holder inrelated fields) on site:(i)(ii)(iii)(iv)Environmental Officer (Full Time).Safety and Health Officer (Full Time).Horticulturist / Plant / Tree Expert (Part Time), if required.Fauna Expert (Part Time), if required.117

7.1 Erosion and Sediment Control Plan (ESCP)The Contractor shall prepare an ESCP. This document which is to be preparedand certified by a Professional Engineer shall be submitted to the P.D. / S.Oand Environment Branch, JKR Malaysia 30 days prior to commencement ofany earthwork activity at project site.The P.D. / S.O shall then submit the ESCP document to the Drainage andIrrigation Department (D.I.D) for approval upon document review by theEnvironment Branch, of JKR Malaysia.The following items apply to an ESCP document:(a)(b)(c)(d)The document shall be prepared in accordance with the Storm waterManagement Manual (MSMA) published by D.I.D.It must be amended whenever a change in the design, construction,operation or maintenance at the construction site has a significanteffect on the discharge of pollutants to the waters at project site notpreviously addressed in the documentIt must be amended if discharges are causing water-quality“exceedances” or the Best Management Practice (BMP) areineffective in minimizing pollutants in storm water discharging fromthe construction site.The document must be revised within 7 calendar days following aninspection when additions and/or modifications to BMPs arenecessary to correct observed problems.8.0 Environmental Monitoring, Auditing and Training8.1 MonitoringThe Contractor shall monitor water and air quality, noise and vibration, ifrequired. All samples taken must be tested by an accredited laboratory. TheContractor shall produce and submit monthly and quarterly environmentalquality reports consisting in-situ and laboratory results, sampling photographswith weather charts and analyses of the monitoring data in terms ofenvironmental performance. Reference to the contents of the reports can bemade to the Standard Report Format attached in Appendix 2.8.2 AuditingThe Contractor shall engage a registered Environmental Auditor to audit allactivities on site as per JKR EMS: MS ISO 14001 requirements. The tasks ofthe Auditor among others are:(i) To carry out environmental compliance of JKR EMS: MS ISO 14001audits quarterly.(ii) To interpret monitoring data in terms of environmental performance.(iii) To verify effectiveness of corrective and preventive actionimplemented.118

(iv)(v)To recommend requirement and improvement of mitigating measures.To produce and submit a comprehensive environmental auditingreport.8.3 ReportsThe Contractor shall submit environmental quality and audit reports to JKREnvironment Branch and Portfolio Branch, DOE HQ/State and P.D./S.O.Contents of the report must be in accordance with the Standard Report Formatas attached in Appendix 2 of this document.8.4 TrainingThe contractor shall provide training for relevant JKR personnel in the fieldof environment. This training shall include Environmental Conservation,Post EIA and Environmental Monitoring, Environmental ManagementSystem in Project Construction, Safety and Health Courses, and Technicalvisits. The training shall be conducted and given by an establishedorganization with reputable track records in environmental protectionduring project management and construction with opportunity for transferof technology in enhancing such development. The Contractor‟s EO shallalso provide training/awareness briefing for site personnel involved inworks that have impact on the environment.119

APPENDIX 3STANDARD REPORT FORMAT FOR EMP, EQR, EMAR AND CAR120

TITLE OF DOCUMENT: ENVIRONMENTAL MANAGEMENT PLAN (EMP)STANDARD REPORT FORMAT FOR JKR PROJECTS1.0 Definition of EMPAn EMP is basically a documentation of administrative environmentalmanagement and coordination procedures for onside management in order toensure that all development activities complies with the EIA approval conditions asstipulated by DOE. It must show the commitment of the project proponent in termsof accountability and availability of resources. An EMP should be improved andadapted throughout the life of the project to reflect changing conditions. It mustalso be subjected to periodic review to ensure it‟s continues relevance and validity.2.0 Objectives of EMPThe main objectives of the Environmental Management Plan (EMP) is to set out acomprehensive programme which will form the basis for implementingenvironmental mitigation measures, environmental monitoring and environmentalauditing of the construction works by the Contractor as listed below:(a)(b)(c)(d)To set out various environmental protection / conservation measures thatconform to the environmental conditions stipulated in the Specifications,EIA report and by other relevant authorities (e.g. the Department ofEnvironment (DOE);To ensure that the Contractor comply with all applicable environmentalstandards and guidelines, legislative requirements and other relevantconditions related to the environment;To specify a detailed environmental monitoring and auditing programme toensure that the Contractor and all his Sub-contractors comply with allstipulated requirements throughout the duration of the project; andTo streamline the different functions of various sections and authoritiesrelated to the environmental matters during the construction.3.0 General Information about the ProjectThe following details are needed to help commence the preparation of the EMP:-(i)(ii)(iii)(iv)(v)Project ContractorProject TitleCondition of ContractProject CostDuration of Contract121

4.0 Information on EMPThe type of EMP that is being prepared can be divided into:-(i) Compliance to EQA 1974(ii) Compliance to JKR MS ISO 140015.0 Cover Page InformationThe cover has to include the following information:-(i)(ii)(iii)(iv)(v)(vi)Project & Document TitleJKR LogoContractor‟s LogoContractor‟s RegistrationDOE Approval Reference (if applicable);Insertion page for document verification6.0 Executive SummaryThe executive summary must manage to summarise the key elements of theproject:-(i)(ii)(iii)(iv)(v)Site FeaturesProject DescriptionIdentified ImpactsProposed MitigationConclusion7.0 Chapter 1: IntroductionKey information needed to be detailed in Chapter 1 is:-(i)(ii)(iii)Project TitleDetails of Project ProponentSite Description Topography Drainage Flora Fauna Land use Geology & Soils Socio Economy122

(iv)Project Description Concept Components Activities Scheduling8.0 Chapter 2: Environmental RequirementThis chapter has to outline the need for the EMP and has to detail the following:-(i)(ii)Listing of all Environmental Requirements including any approval obtainedfor the ESCP, MASMA, disposal site etc.EIA approval conditions (if applicable)9.0 Chapter 3: Environmental PolicyChapter 3 has to state in the Policy in relation to Environment of the ProjectProponent and elaborate on the objectives of the EMP:-(i)(ii)Objectives of the EMPEnvironmental Policy of the PP10.0 Chapter 4: Organisation Chart and BudgetChapter 4 has to detail the aspects related to the Environmental Management Unit(EMU) and the allocations provided for Environmental Protection:-(i)(ii)(iii)(iv)(v)Organisation chart of EMUContact details of EMUJob description of EMUTraining proposedBudget for EMP implementation11.0 Chapter 5: Monitoring ProgramDetailing of the environmental monitoring proposal for the project:-(i)Baseline information Monitoring locations and justification of locations Validity of data Verification of data Frequency of monitoring Sampling methodology and Accreditation of laboratory123

(ii)Proposed monitoring programmeMonitoring locations and justification of locationsFrequency of monitoringAccreditation of laboratory to be used for samplingReport to be submitted12.0 Chapter 6: Auditing ProgrammeThis chapter has to detail the auditing programme for the project:-(i)(ii)(iii)(iv)(v)(vi)Audit elementsFrequency of auditReports to be submittedTypes of forms usedRegistration details of auditorFollow up action on audit13.0 Chapter 7: Identification of Aspect, Impact and Recommended MitigationMeasuresThis chapter has to detail the identified significant aspects, impacts and theircorresponding site specific mitigation measures:-(i)(ii)(iii)(iv)(v)Site Cleaning and Biomass ManagementWildlife Protection PlanSocial Acceptance PlanEarthworks DescriptionESCP Description Elements Staging Plans Implementation Schedule(vi) Stockpile Management(vii) Slope Protection(viii) Drainage(ix) Logistics(x) Site Facilities(xi) Solid Waste Management(xii) Scheduled Wastes Management Type of waste generated Estimated volume Storage, Collection and Disposal Plan(xiii) Safety(xiv) Traffic Control(xv) Site Abandonment/Closing Plan124

14.0 Chapter 8: Environmental Contingency PlanThis chapter has to detail the contingencies related to the project:-(i)(ii)(iii)Issued identified Flooding Landslide Fire Medical Emergencies SpillagesAction Plan and Line of CommunicationContact Numbers of relevant Agencies15.0 Chapter 9: Performance Evaluation and Project ReviewThis chapter has to detail the analysis used to determine performance of theenvironmental Protection Measures and the recommendations for improvement:-(i)(ii)(iii)Description of Analytical Methodology UsedForms UsedRecommendations for Improvement16.0 Chapter 10: ConclusionThis chapter has to conclude the findings of the EMP:-(i)Concluding Statements on site related issues and their correspondingmitigation measures.17.0 AppendicesItems to include in the appendix are:-(i)(ii)(iii)(iv)(v)(vi)Data sourcesConsultations heldApprovals obtainedReferencesCalculationsPlans125

18.0 FiguresThe following figures are mandatory to be included in the EMP:-(i)(ii)(iii)(iv)(v)(vi)(vii)Location planLayout of site and facilitiesOrganisation chart of EMULocation of water, air and noise monitoring stations (baseline)Location of water, air and noise monitoring stations (proposed)ESCP Earth drain network Diversion channels Silt traps/sediment basins locations Final discharge outlets Silt fence Gabions Check damsOverall Mitigation Plan Location of solid waste storage Location of scheduled wastes storage Toilets Stockpile area Boundary of site clearing Septic tanks Grease traps Wash trough(viii) Emergency Response chart for any Non-compliances observed/identified126

REPORT:ENVIRONMENTAL QUALITY REPORT (EQR)TABLE OF CONTENTSEXECUTIVE SUMMARY1.0 INTRODUCTION1.1 Introduction to Project1.2 Progress of works to date1.3 Monitoring Period2.0 WATER QUALITY MONITORING2.1 Sampling and analysis procedures2.2 Results2.3 Comparison with baseline quality and Previous results2.4 Discussion on water quality results2.5 Conclusion of findings on water quality2.6 Photos3.0 SILT TRAP/SEDIMENT BASIN MONITORING3.1 Sampling and analysis procedures3.2 Results3.3 Comparison with previous results3.4 Discussion on results3.5 Conclusion of findings on discharge quality3.6 Photos4.0 SITE OBSERVATION DETAILSPhotos to verify site observations5.0 NON-CONFORMANCE REPORTS5.1 Details6.0 CONCLUSIONAPPENDIX: Certified Monitoring Results127

REPORT: ENVIRONMENTAL MONITORING AND AUDIT REPORT(EMAR)TABLE OF CONTENTSEXECUTIVE SUMMARY1.0 INTRODUCTION1.1 Introduction to Project1.2 Project Development Concept1.3 Project Environmental Management Unit1.4 Progress of works to date1.5 Auditing Period2.0 SCOPE OF MONITORING WORKS2.1 Summary of Monitoring Programme2.2 Sampling Methodology2.3 Water Quality Results2.4 Silt trap/Sediment Discharge Results2.4.1 Comparison with Baseline/Previous Results2.4.2 Findings/Observations2.5 Air Quality Results2.5.1 Comparison with Baseline/Previous Results2.5.2 Findings/Observations2.6 Noise Quality Results2.6.1 Comparison with Baseline/Previous Results2.6.2 Findings/Observations3.0 STATUS OF COMPLIANCE3.1 Regulation of Earthworks3.2 Drainage and Surface runoff control3.3 Slope Protection3.4 Air Pollution Control3.5 Noise Pollution control3.6 Biomass Management3.7 Sewage Management3.8 Solid Waste Management3.9 Scheduled Wastes management3.10 Contingency and Emergency Response Plan3.11 Housekeeping128

4.0 RECOMMENDATIONS4.1 NCR Issued/Closed Out4.2 Action Plan for Rectification/Improvement works4.3 Recommendations for Identified/Predicted Issues5.0 CONCLUSIONAPPENDIX:PROJECT PHOTOGRAPHSENVIRONMENTAL PROTECTION AND ENHANCEMENT MONITORINGCHECKLIST DURING CONSTRUCTION: Ref: ER/4.5.2/1/1CERTIFIED LABORATORY RESULTS129

REPORT:CLOSURE AUDIT REPORT (CAR)TABLE OF CONTENTSEXECUTIVE SUMMARY1.0 INTRODUCTION1.1 Background details of Project1.2 Project Description1.3 Any changes to Project Activities throughout duration of Contract1.4 Summary of Monitoring Program1.5 Summary of Audit Program2.0 EVALUATION OF PROJECT PERFORMANCE2.1 Description and evaluation of environmental monitoring results2.2 Description and evaluation of mitigating measures2.3 Achievement of environmental performance as compared to JKR CorporateObjectives2.4 Achievement of environmental performance compared against JKR ISO14001 EMS, the EMP and other environmental requirements3.0 LESSONS LEARNED AND RECOMMENDATIONS3.1 Detailing of any problems encountered on-site3.2 Suggestions for improvementAPPENDIX:PROJECT PHOTOGRAPHSHANDING OVER AUDITING CHECKLIST: Ref: ER/4.5.5/1/9130