SummaryCADANGAN PEMBANGUNAN 40 UNIT RUMAH BERKEMBAR 3 TINGKAT BERSERTA 1 UNIT PONDOK PENGAWAL DAN 1 UNIT PEJABAT PENGURUSAN KORPORAT DI ATAS LOT 10292 (PT 3070), JALAN MERAH KESUMBA U9/18, MONTEREZ GOLF & COUTRY CLUB, SEKSYEN U9, BANDARAYA SHAH ALAM, SELANGOR DARUL EHSAN.OVERALL BUILDING SUMMARYITEMDESCRIPTIONAMOUNT(RM)NO. OF UNITAMOUNT(RM)31,160,000.001PRELIMINARY0.00.02PILING WORKS (ALL PROVISIONAL)43,410.00143,410.003SEMI DETACHED TYPE -SD-A0.0240.00.04SEMI DETACHED TYPE -SD-B0.0160.00.05MANAGEMENT OFFICE (ALLOW)400,000.006GUARD HOUSE111,039.651111,039.657REFUSE CENTRE23,682.04123,682.048EXTERNAL WORKS6,022,175.48150,554.399MECHANICAL & ELECTRICAL WORKS0.00.00.010PROVISIONAL SUM500,000.00TOTAL CARRIED TO GENERAL SUMMARY:-0.00.0

SUMMCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURGENERAL SUMMARYBILLDESCRIPTIONFROM PAGEAMOUNT(RM)1GENERAL PRELIMINARIESGP - 24/24329,500.002PILING WORKSPILING - 3/3307,897.003BASEMENT WORKSBASEMENT - 6/6203,452.504BUILDING WORKSBLDG SUM - Page 1/12,629,462.205EXTERNAL WORKSEXT. WORK - 11/11484,156.506MECHANICAL WORKS & ELECTRICAL WORKSBill No. 1960,785.007PROVISIONAL SUMPRO.SUM - 1/1200,000.00TOTAL CARRIED TO FORM OF TENDER :-5,115,253.20RINGGIT MALAYSIA :-........Signature of Tenderer &Signature of WitnessCompany StampName :-..Name :-..I.C No. :-..I.C No.:-..Position:-..Position:-..Address:-..Address:-..............Date:-..Date:-..

PRELIMCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURPRELIMINARIESITEMHEADINGDESCRIPTIONAMOUNT(RM)1AGeneral Description of WorksThe works in this Contract comprise CADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMENT DAN KOLAM RENANG DI ATAS LOT 166 (NO 9, LORONG DAMAI 9, JALAN DAMAI, 5400 WILAYAH PERSEKUTUAN KUALA LUMPURBLocation of Site and the AccessThe site is located at LOT 166 (NO 9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURThe Contractor is required to consult the Local Authorities and police in order to ascertain any restriction or requirements for access to the site, formation of crossovers, time for unloading, by-laws, etc and to take all such matters into account including the safety of the public.To Collection0.00AName andCLIENTAddress ofDATO' RAMLI BIN KALAMEmployerNO 5, LORONG DAMAI 9,JALAN DAMAI, 5400WILAYAH PERSEKUTUANKUALA LUMPURBName andARCHITECTAddress ofINTAN JASMINE AR.CHI.TECTConsultantSUITE 02 UNIT H-2,EXCELLA BUSINESS PARK,JALAN AMPANG PUTRA,TAMAN AMPANG HILIR,55100, KUALA LUMPURC & S ENGINEERASL ENGINEERLOT 8159, SECTION 64,2ND FLOOR, JALAN SIMPANG TIGA,93300 KUCHING SARAWAKM & E ENGINEERPERUNDING JURUJASA SDN. BHD.NO.34-01, JALAN DINAR A U3/A,SUBANG PERDANA SEKSYEN 13,40150 SHAH ALAM,SELANGORQUANTITY SURVEYORHASH JURUUKUR BAHAN141-1, IST FLOORJALAN PUJ 3/3, TAMAN PUNCAK JALILBANDAR PUTRA PERMAI43300 SERI KEMBANGANSELANGOR DARUL EHSANTo Collection0.00ATaking PossesionThe contractor shall possesion and be responsible for the whole construction site through out the contract period including additional period if so provided under the conditions of contract and other part of the tender documentOf Site & Dapilation Survey3,500.00Immediately after taking possession of the Site and BEFORE commencing any work on Site, the Contrator shall conduct an adequate dilapidation survey of all principal buildings and permanent facilities around the site boundaries to establish their general pre-construction condition. The survey report shall be lodged with the Employer, the Architect, Local Authority, the adjacent owners, and with any other party that the Employer may direct. For each adjacent building or facility, the Contractor shall prepare a set of photographic records, and a schedule listing the size of superstructure, extent of underground structure, visible defect and any other relevant details pertaining to the general condition of that building or facility.4BForm ofThe Form of Contract which the Contractor will be required to enter in connection with this project is the standard PAM Form - 2006 (with Quantities) The Conditions of Contract are to be read in connection with the Supplementary Conditions of ContractContract andBills of QuantitiesIn the event of any conflict between the provisions of the Supplementary Conditions of Contract and the general clauses provided in the standard PAM Form of Contract, then the prevailing provisions shall be those as are contained in the Supplementary Conditions of Contract.These Summary of Tender together with the Instruction to Tenderer, Articles of Agreement and Conditions of Contract, Supplementary Conditions of Contract, Form of Tender, Letter of Acceptance, Appendies, Drawing and Specification shall form the Contract Documents.A copy of the Contract is available for inspection by Tenderers on the Tender Table Document during any working day by appointment before the tender closing date.To Collection3,500.00Form of Contract and Bills of Quantities (Cont'd)The Bills of Quantities where as shall form part of the Contract is provided to the contractor to indicate their pricing of the Tender and the extensions will be carried to the Summary of Tender which will form part of the Contract as herein before mentionedAll items in the Bills of Quantities shall be priced in detail, not grouped together as total prices for any similar trade or section, and that all similar items shall be priced at similar rates.Contarctor shall mentioned that all the rates as agreed or adjusted shall be used where applicable for determining the value of variation works allowed and approved by the architectThe Bills of Quantities shall be priced, extended and totalled in INK and the total amount of the priced Bills shall be the same as the tendered sum.The Contract shall not be signed nor shall any payment be made to the Contractor until the priced Bills of Quantities have been checked by the Quantity Surveyor and accepted by the Employer.Where quantities are Provisional, they will be re-measured and valued and paid based on either the Schedule of Rates or Bill of Quantities rates where applicable. The Contractor for such purposed shall keep all met records in the format to be approved by Architect. The Employer will not be liable for any cost incurred by the Contractor in connection with the measurement of additional works etc, extra or omissions and variations from the Contract or in the adjustment and settlement of accounts. The reduction or increase in the final quantites of the work shall not vitiate the contract nor entitle the contractor to any financial claim.To Collection0.00Bills of Quantities (Cont'd)Where items are billed as Provisional Sum or as Nominated Sub-Contracts shall be measured and valued in detail and shall be paid based on Schedule of Rates or similar rates under the Bill of Quantities or any other rates deem resonable and applicable as agreed and approved by the Architect.The tenderer shall also price the schedule of rates where provided and the same should be the purposes of variation of works. The prices contained in these Bills of Quantities shall constitute schedule of unit rates for all variations.The Contractor shall not make any alterations or additions to the text of these Tender Document unless proper notification is made in writing to the Quantity Surveyor.Descriptions are generally abbreviated and the Contractor must refer to the Specifications and Preambles for the full requirements of the Contract.The Contractor is to exercise uniform pricing in pricing items of similar description throughout the Bills of Quantities. In pricing variations arising from Architect's instructions, the Quantity Surveyor shall be referred to and shall advice the Architect on its reasonableness and the contractor shall be required to submit the details as required by the Architect / Quantity Surveyor.To Collection0.00AErrors inShould the Contractor make any errors in extensions and or casts and or in carrying to in the Bills of Quantities and such errors and/or the rates inserted for the basic tender will be rectified/adjusted in the following manner before the Contract is executed.Extension andCast(i)The nett amount of such errors , whether of additions or deductions is to be calculated as a percentage of the total of the Final Sum excluding all Prime Cost Sums and Provisional Sums and percentage additions or deductions will be applied to all unit rates on the Contract Bills so that when correctly calculated, the total of the Final Sum will represent the same amount as that entered by the Contractor in the Form of Tender. These adjusted rates will be used in all variations and valuations of the Works.BDrawings,The Contractor is advised to read carefully the Specifications and Preambles to each trade and the terms and conditions stated in `General Notes' at Engineer's drawing for the Structural work. No claims whatsoever will be allowed in respect of errors in pricing due to brevity of description or ignorance of the stated conditions in drawing which are fully described with relevant specifications or preambles.Specificationsand PreamblesCTenderingTenders on the Form supplied and duly filled in and signed must be delivered within the time and to the place specified in the Letter of Invitation.ParticularsThe lowest or any tender will not necessarily be accepted and in no case will any expenses incurred in the preparation of this tender be reimbursed.10DProgramme ofThe Contractor shall, before the commencement of the Works and thereafter whenever so required by the Architect, furnish for the Architect's information and in a form approved by him, a programme or statement in which clearly and explicitly sets forth the sequence of all operations (including the sectional Completion) and the time limits within which the Contractor proposed that each operation shall be commenced and completed. The entire construction period must be within the contract period so tendered.OperationsTo Collection0.00AConditions ofThe Contractor is referred to the full text of the clauses of the Conditions of Contract and the annex Supplementary Conditions of Contract and he shall allow here or in his prices for any costs arising thereunder for the following related conditions:-ContractClause 3.0Contract Documents, Programme And As-built DrawingsClause 4.0Statutory obligations, notices, fees and chargesClause 5.0Levels and setting out of the WorksClause 6.0Materials, goods and workmanship to conform to description, testing and inspection.Clause 8.0Site Agent36,000.00Clause 10.0Site staffClause 11.0Variation, Provisional & P.C SumsClause 14.0Materilas and Goods Unfixed oroff siteClause 18.0Injury to persons and property and Employers indemnity30,000.00Clause 19.0Insurance against injury to persons and propertyClause 20.0Insurance of New Building/Works - By the ContractorClause 30.0Certificates & PaymentClause 37.0Performance Bond25,000.00To Collection91,000.0017AContractor toThe Contractor shall by prior appointment with the Architect visit the site of the Works and shall be independent inquiry and observation to ascertain the following in connection with the Works :-Visit Site(1)The nature and extent of the Works(2)The means of access to and from and within the site of the contract Works including all temporary access which may be charged from time to time as instructed by the Architect. The contractor is responsible for the maintenance of the access roadand to make good any damage caused at his own expense throughout the duration of the contract to satisfaction of the Architect.(3)The extent of working space available(4)The conditions affecting the storage of materials, the positioning of sheds, stores, site offices, temporary buildings and plant(5)The location of all primary services including electric cables, gas and water mains, telephone services, storm and soil water drains and sewers on or above ground by observation and inquiry(6)The nearest point from which electricity, water and other like temporary services can be connected.(7)The platform level, the character of the soil or strata and the nature of the subsoil upon which the Works are to be executed. The contractor shall accept the tolerance of plus/ minus 300mm to the level on site. Any excavation or filling within the above tolerance to achieve the platform level shall be borne by the main contractor.To Collection18Contractor to(8)All other information which may in any way be relevant or necessary to enable the Contractor to accurately estimate the cost of the WorksVisit Site(Cont'd)(9)No monetary or other claim made on the ground of failure to visit the site and/or of what of any of the aforesaid matters or other like information which might financially affect the Contract, will be entertained by the EmployerADamage to(1)The Contractor shall arrange for the transportation of his materials, plants, etc., to the site in such manner that public roads, drains, culverts, street lights, etc., will not be damaged and shall be responsible for making good all damages caused in this respect.10,000.00Existing Roads,Drains,UndergroundServices, etc(6)The Contractor shall carry out the Works in a manner so as to prevent any disturbance or damage to adjacent buildings and foundations(7)The Contractor shall be responsible at all times for keeping the site of the Works free from mud, dirt, rubbish, etc arising as aforesaid and for the observance of any bye-law or regulation imposed by the relevant authority requiring roads or, existing drain or streets to be kept free from mud, dirt, rubbish, etc.BNotices andThe Contractor shall give all notices in accordance with Clause 4(1) of the Conditions of Contract and pay all fees and charges required under Clause 4(2) of the Conditions of Contract. The amount of all such fees and charges shall be deemed to be included in the Contract Sum.FeesTo Collection10,000.00AMaterials,The Contractor shall supply all goods and materials required for the execution of the Works (except those goods and materials specified to be supplied by the Employer under direct purchase arrangements) All the goods and materials supplied must be properly stored in the manner as Instructed by SO.Workmanshipand Work MethodStatementThe materials and goods on site will be certified at 75% of the actual costs in the interim payment.The contractor shall submit work method statement for all the trade work for Architect's approval 2 weeks before the work been executed.BApprovedWhere the item or the appropriate specification clause is described by a trade or brand name followed by the words "or other approved equivalent", the Contractor may forward the name and samples of any similar goods, materials or process of equivalent function, specification, cost, workability etc for the Architect's approval but such materials or process shall not be used until the Architect's approval has been given.MaterialsWhere the item or the appropriate specification clause is named with 'approved' type, shall mean to the Architect's approved specificationThe Contractor shall place his orders for specified materials at the earliest possible date after notification of acceptance of his Tender or at such times as may be specifically stated elsewhere herein for any particular materials.To Collection0.00AOrderingIf in the opinion of the Architect, the Contractor by his failure to order any specified materials or by his failure to deliver to site any specified materials within the time stated for same, cause interruption or delay to the progress of the Works, then in either case the Architect shall at his liberty purchase such specified materials in whatever quantities he deems necessary and at rates current in local markets at the time of purchase and all charges in connection therewith including delivery charges shall be borne by the Contractor and shall be deducted from monies due to him under this Contract by means of a Variation Order and no profit shall be allowed to the Contractor in respect of such items.MaterialsBSamples and Mock-upsThe Contractor shall obtain and execute samples of goods, materials and workmanship for the approval of the Architect as required before placing order or proceeding with the Works.CFacilities toThe Contractor is to afford facilities to all other authorised parties by the EmployerOther PartiesDScaffoldingThe Contractor shall provide and maintain all necessary general temporary scaffolding, trestles, ladders and staging required for the proper execution and completion of the Works and shall alter, shift, adapt from time to time as necessary during the progress of the Works and clear away on completion.15,000.00All scaffolding shall comply to the relevant standards and regulations governing their use. It shall also conform to the requirements of the authorities concerned. All safety precautions shall be deemed to be considered in the design and usage of the scaffolding.To Collection15,000.00ScaffoldingScaffolding to be arranged so as to allow an adequate working space between the surface to be worked and the scaffolding.(Cont'd)The Contractor to shall allow their sub-contractors, the employers personnel and others who are in connection to the works, the free use of temporary standing scaffolding with staging, planked footways, guardrails, temporary fencing, hoardings, gantries etc, and the like, together with any modification and/or re-erection of the said scaffolding.APlant, Tools,The Contractor shall provide and maintain and removal upon completion of the works everything necessary for the proper and efficient execution of the Works together with all requisite plant, tools, implements, mechanical and non- mechanical plant, transport vehicles, and all other things necessary for the expeditious execution and completion of the Works20,000.00Vehicles, etc.BWater for theThe Contractor shall provide, maintain and pay all bills for the necessary connection, of water for use on the Works .5,000.00WorksCFloodingThe Contractor shall take immediate steps to make good and shall bear all cost of remedying the effects of flooding caused by the commissioning of the works to neighbouring properties, road, drains etc, all to the satisfaction of Architect and Local Authorities.DSiteThe Contractor shall provide full and adequate site management supervision during the progress of the Works and shall keep a competent and authorised site agent, approved by the Architect on the site. Such agent or general foreman shall give his whole time to the supervision and management of the Works and must be able to receive and act on behalf of the Contractor, all instructions, directions or orders issued by the Architect or his representative.36,000.00ManagementTo Collection61,000.00ATesting ofContractor shall submit samples of material or mock-ups as and whenever required by the architect, before any purchases or commencement of such work at the site, the costs of these samples and mock ups shall be borne by the contractor1,500.00MaterialsBCheckingThe Contractor shall submit to the Architect within three weeks from the date of the order to commence all shop drawings which require the Architect's approval. All shop drawings must be based on drawings supplied by the architectSchedules,Drawings, etcThe Contractor shall be responsible for checking all schedules and drawings supplied by the Architect. All shop drawings are to be approved by the Architect. In the event of any discrepancy being found between such schedules and drawings or if the Contractor considers that additional detail drawings are required then in either case the Contractor shall report such discrepancy to the Architect for instruction or apply in writing for such detail drawings at least twenty-eight days before the Works concerned are to be executed.The Contractor shall ascertain from the Drawings or otherwise any holes, recesses, plugs, etc., which may be required. No extra payment will be allowed for cutting or forming such holes, recesses or plug subsequently.CIllegal ImmigrantsThe Contractor shall not engage illegal immigrants are employees in the performance of the contract. The Employer and their representatives shall not be responsible for acts by the contractors agents or employees, and the contractor shall idemnify them for all consequences arising thereform.DBreeding ofThe Contractor is to refrain from dumping or depositing refuse, spoil, unused materials, empty bottles, cans and other containers capable of collecting liquids which afford breeding places for mosquitoes and to take all measures in preventing the breeding of mosquitoes.1,500.00MosquitoesTo Collection3,000.00AProtection ofi)The Contractor shall provide for the efficient protection of the public, the Employer's servants and property and other persons occupying or using the adjoining or neighbouring property during the progress of the Works included in or required to be done in connection with the Contract.Persons andPropertyii)The Contractor shall take all precautions to eliminate as far as possible the danger to the public and other persons arising from the entry and exit of vehicles to and from the siteiii)The Contractor shall provide Industrial Safety Helmets (Heavy Duty) complying with B.S 2826, safety boots and water boots for the use of all workers, supervisors, consultants, etc., while on site as well as to all Employer's officers and servants visiting the site in the site in connection with the works.iv)The Contractor shall be responsible for ensuring that all plant is placed and used and all operations carried out in such a manner as to prevent injury to persons in the event of any accident occuring.v)The Contractor shall provide safety belts for the use of workmen employed at high altitudes or in exposed external areasBTemporary HoardingsConstruct temporary hoardings as per architect drawing20,000.00CSilt TrapThe Contractor shall construct and maintain temporary silt trap as per engineers drawing.5,000.00DWash TroughThe Contractor shall construct and maintain temporary silt trap as per engineers drawing.5,000.00To Collection30,000.00ACompliance withThe Contractor shall provide for all costs incurred by complying with all safety, health, welfare, anti- pollution orders, bye-laws or regulations of the various Government Departments or Statutory Boards relating to all Works and work people (Including those employed by nominated Sub Contractors on the site) and will be responsible for any fines imposed by these Authorities in the extent of non-compliance.GovernmentAuthoritiesBWatching andThe Contractor shall provide watchmen from an approved security agency throughout the Contract period for the protection and security of the Works. The number of watchmen to be decided by the Architect.20,000.00LightingCTrespass andi)All reasonable means shall be used to avoid inconveniencing adjoining owners and occupiers.Nuisanceii)No workmen employed on the Works shall be allowed to trespass upon adjoining properties.iii)If the execution of the Works requires the workmen to enter the adjoining property, the necessary permission shall be first obtained by the Contractor who shall see that these instructions are carried out. The Contractor shall indemnify the Employer against any claim or action for damages on account of any trespass or other misconduct of the Contractor's employees.iv)The Contractor shall not obstruct any public way or otherwise do or suffer to be done anything which may amount to a nuisance or annoyance, and shall not interfere with any right of way or right to adjoining property.To Collection20,000.00AWasteThe contractor shall comply with all legal duties and obligations regarding the protection of the environment as laid down in the Environment Quality Act 1974 (Act. 127) in regards to quality of air, noise, water, traffic, ecology, wastes management including all their subsequent handling, disposing & remedial works. All compliance shall be as approved bythe authorities and the architect. Where there is any conflict between this Act and clauses in this Specification , the more stringent requirement shall be adopted.ManagementAPoliceThe Contractor shall at all times observe any police regulations including those regarding the loading and unloading of or waiting by vehicles on the Public Highway and the Contract Sum shall be deemed to include for strict compliance therewith.RegulationsBSignboardThe Contractor shall, unless otherwise directed, obtain all necessary consent or licence from the Local Authority and immediately upon the commencement of the Works, the Contractor shall, erect and maintain on the site at the position directed by the Architect signboard(s) as per Architect's detail drawing showing the name and crest of the Employer, the Consultants and such other information and shall be directed and approved by the Architect.3,500.00The board shall remain in position until taken down and removed at the expiry of the Contract period.CAdvertisementsContractor shall not permit any advertising or bill posting on any part of the site but shall allow access to any firm or persons authorised by the Employer to perform bill posting or erect advertising signs.To Collection3,500.00CNominated(A) GeneralSub-ContractorsUnder Clauses 11 of the Conditions of Contract the Prime Cost (P.C.) Sums in respect of works executed complete by Nominated Sub-Contractors are at the complete disposal of the Architect who may deduct the same wholly or in part from the Contract Sum and nominate such persons as the Client selects to execute the works to which these P.C. Sums apply. The Contractor is to add to such items where indicated for profit inclusive of establishment charges and for attendance as described thereafter.The Contractor will be fully responsible for all Sub-Contractors and any delays or damage thereby occassioned and will be responsible for the supervision and administration of all Sub-Contracts in accordance with the Conditions of Contract. The Contractor will be required to arrange a programme schedule with each of the nominated firms and to monitor the adherence of their work progress to the programme schedule . These Schedules will be subject to the approval of the Architect.(B) AttendanceThe Contractor shall be responsible for providing all assistance and attendance for all works carried out by nominated subcontractor as provided under the conditions of contract(c)Where attendance additional to that described above is required in connection with any sub-contract works contained in these Bills of Quantities such is to be separately priced where indicatedTo Collection0.00ASetting Out ofi)The Contractor is required to check the levels provided by the Architect within the boundaries of the site (where they relate to this Contract) prior to commencement of the Works. Any discrepancies in levels should be reported immediately to the Architect3,500.00the Worksii)The Contractor is notified of the need for the accurate setting out of the Works and will be responsible for the accuracy of the same and subsequent levellings.iii)Setting out and final survey works to be carried out by a licensed Land Surveyor . However the contractor's responsibilities shall not be modified or altered in any way by this setting out.iv)Not withstanding whatever assistance or checks on the setting out by the Architect/S.O, the Contractor shall not be relieved of his responsibility for the correctness of the setting out any levelling. The Contractor shall remedy at his own cost any work wrongly performed as a result of incorrect setting out or leveling.v)The Contractor shall progressively throughout the period of the contract check the correctness of the building set up, levels etc.vi)Two copies of certified survey plans and softcopy AutoCAD or latest print bearing all relevant information of setting are to be deposited with the Architect within two weeks from the Date of Commencement of work.vii)At the end of the contract a confirmatory as-built survey is to be provided, one soft copy and two copies of certified plans are to be submitted to the Architect one month before the completion of the work.To Collection3,500.00AService ManualsOn completion of this Contract, provide line drawings of all services showing location of valves, runs, etc., including Nominated Sub - contractors work if applicable together with any service manuals of equipments installed. Three copies of drawings and manuals shall be forwarded to the Architect one month before date of Practical Completion.BContractor'sThe Contractor shall provide, maintain and removed upon completion temporary office approximately outside the site but within the vacinity and provide adequate facilities to operate as at site office including providing approved air-conditioned 20' x 10' cabin, locakable cabinet, shifted toilet, fax machine, telephone, table and chairs. All item must be maintain or replace at all times for the duration of the contract.6,000.00Storage & SiteOfficeStorage Room shall with adequate lock-up weatherproof sheds for safe storage of building materials, floors to cement stores shall be raised at least 300mm above ground level.CSite MeetingsSite meetings shall be held at the site office between the Employer's representatives, the Architect, Consultants, Contractor and Sub-Contractors at intervals of one week or more or as directed by the Architect. The purpose of these meetings is to assist in attaining full co-operation between all concerned on the job as well as checking the progress of the Works. Minuteswill be kept by the Employer's representatives or by such parties as may be directed.3,000.00DTemporaryProvide and maintain and remove all necessary temporary electricity power supply for the Works, including providing of necessary temporary switchboards.5,000.00Electricity SupplyTo Collection14,000.00AShop DrawingsThe Contractor shall prepare and shall cause his Sub-Contractors or Suppliers to provide the Architect, Structural Engineer or Mechanical and Electrical Engineer, as the case may be, complete and sufficient shop drawings for all mechanical and electrical services, aluminium and glazing works, ceiling construction carpentry and joinery, pressed metal work, roof truss and all other specialist works or services in accordance with the requirements in the Specification or as and when requested by the Architect Unless otherwise specified, the Contractor shall submit two copies of such shop drawings to the Architect.3,000.00Such drawings shall be submitted in ample time for checking and for resubmission for any amendments described as not in any way to jeopardise the time for completion of the Contract.No works shall be carried out until the relevant shop drawings have been approved by the Architect.BWarrantiesProvide all necessary warranty as specified and as required by the Architect. Such warranties or guarantees shall be provided jointly and severally by the contractor and the relevant manufacturers to the Architects approval before the completion of the project.FormCProgress ReportThe Contractor shall prepare and forward to the Architect progress report to include progress photographer 2 set each comprising 4 copies sharing different view of the works. Progess report of the same shall be prepared once a month or as requested by the Architect3,500.00To Collection6,500.00A'As Built'The Contractor shall submit to the Architect, three (3) sets of as built drawings for the completed works for approval, in stages as the work progress and as and when instructed by the Architect. In any event, the as built drawings shall reach the Architect not later than thirty (30) days from the date of the instruction.15,000.00Drawingsfor Architectureal,Structural, Elctricaland PlumbingWorksThe Architect may return the drawings to the Contractor witn comments. The Contractor shall then revise the drawings taking proper account of all comments made and re-submit the drawings to the Architect for approval.When the drawings are approved by the Architect, the Contractor shall submit one (1) soft copy, one (1) reproducible copy and two (2) copies of xerox copy to the Architect. The approved drawings shall become the basis for measurement of works which are provisional in the Contract Documents.In any event, all as built drawings shall be submitted not later than thirty (30) days from the date of Practical Completion of the Works.If the Contractor fails in any respect to comply with this clause the Architect may nominate any other persons, firms or corporations to prepare and complete the as - built drawings. All costs incurred in connection therewith shall be born solely by the Contractor. The Employer shall make payment direct to such person, firm or corporation and deduct the amount of such payment payments from any monies due or to become due to the Contractor.BFirst Aid KitThe Contractor shall be required to provide an approved complete first aid kit which shall be kept and properly maintain in the Contractor's site office.500.00To Collection15,500.00ALembagaThe Contractor shall allow for and shall comply with all the requirements as set out in the Act. The Contractor is to obtain all necessary permits and certificate of registration and shall pay all levys and fees to as required by Lembaga Pembangunan Industri Pembinaan, Malaysia.8,000.00PembangunanIndustri PembinaanMalaysia, Act 1994BMaterial andUnder clauses of the Conditions of Contract the Prime Cost (P.C.) Sums included in respect of goods or materials supplied by Nominated Suppliers are at the complete discretion of the Architect who may deduct same wholly or in part from the Contract Sum and supply the goods or materials to which these Prime Cost Sums apply. The Contractor is to add to such items where indicated for profit inclusive of establishment charges and for fixing as may be described herein the Contract Documents.Goods fromNominatedSuppliersThe unit rates for "installation" shall be held to include for taking delivery, unloading, carrying in sorting, storing, stripping or clearing off protective wrapping or covering, checking, assembling, returning packages, handling , hoisting and placing or lowering, or fitting and fixing materials and goods in position, adjusting, refixing and for cutting away and making good, levelling, packing, grouting providing templates and plugged grounds, puttying and touching-up all in accordance with the generally accepted requirements of the specific item, including safeguarding the work until the issue of the Certificate of practical Completion of Works.The amount payable by the Employer to the Contractor in respect of Nominated Supply items shall be calculated in relation only to the actual goods incorporated in the finished works, breakages, losses, etc. , being matters for settlement between the Contractor and the Nominated Suppliers concerned, neither of whom shall have any claims in respect of same against the Employers.CStamp DutyStamp duty for contract binding to be borne by the main contractor.35,000.00To Collection43,000.00AClearing of Site Upon Completion of the WorksThe Contractor will on completion of the Work remove as quickly as possible and convey away from the site at his sole cost, all plant and surplus materials except those ordered to be left on the site, together with all rubbish and debris. All services and leads, temporary buildings, sheds, barrieres, scaffolding, etc, required in the work of construction are to be disconnected, dismantled and taken down and removed.10,000.00On completion of the Works and before handing over, the Contractor shall make care :(a)Completely remove all debris and rubbish from the buildings and the whole of the site allocated for this Contract(b)remove all paint and cement spots from floors, walls, hardware, glass etc(c)Clean all expose concrete, bricks and timbers etc surfaces(d)clean and polish all glass, glazed tile and stainless steel surfaces(e)Leave all roofs watertight and clean(f)Ease all doors, window, cupboard doors and drawers and leave them free to move(g)touch up all paint finishes(h)check and adjust all locks(i)hand over keys to all doors to the Architect. Keys will have identifying tabs attached(j)Ensure that all plumbing work, services and equipments are functioning efficiently and to the approval of the Architect(k)Wash, clean and dry, polish all floor finishes (additional to previous polishing)(l)clear drains of all obstructions(m)leave the buildings and the site grounds clean and tidy to the satisfaction of the Architect and ready for handling over to the employerTo Collection10,000.0055COLLECTIONFrom Page No. 10.00" " " 20.00" " " 33,500.00" " " 40.00" " " 50.00" " " 60.00" " " 791,000.00" " " 810,000.00" " " 90.00" " " 1015,000.00" " " 1161,000.00" " " 123,000.00" " " 1330,000.00" " " 1420,000.00" " " 153,500.00" " " 160.00" " " 173,500.00" " " 1814,000.00Total Carried Forward254,500.0056COLLECTION254,500.00Total Brought ForwardFrom Page No. 196,500.00" " " 2015,500.00" " " 2143,000.00" " " 2210,000.00BILL NO. 1 PRELIMINARIES329,500.00TOTAL CARRIED TO GENERAL SUMMARY

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PILING (2)CADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBILL NO. 2 - PILINGItemDescriptionUnitQuantityRate (RM)Amount (RM)PILING WORKS (ALL PROVISIONAL)REINFORCED CONCRETE SQUARE PILES200MM X 200MM PRECAST PILES - 24 MAAllow for the provisional of all necessary piling equipment, plant, tools and ancillaries and for their transportation to siteItem35,000.00BAllow for moving and handling piling equipmentItem16,500.00CAllows for recording, maintaining and submission of piling resultsItem10,000.00DSupply of pile in 6.00m lengthm3,76838.00143,184.00EDrive of pile in 6.00m lengthm3,76816.0060,288.00FPile connectionNo47125.0011,775.00GPile cut-offNo15750.007,850.00HPDA testNo21,650.003,300.00JLoad testNo210,000.0020,000.00TO GENERAL SUMMARY307,897.00

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PILINGCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURPILINGITEMDESCRIPTIONUNITQTYRATE(RM)AMOUNT(RM)PILING230MM DIAMETER MICROPILEAAllow for the provision of all necessary piling equipment, plant, tools and their transportion to the site, handling, assembling and removal off the site after completion of operation.ITEM20,000.00BAllow for the maintaining and handling piling equipment about the site as often and whenever necessary for the whole operation.ITEM10,000.00CAllow for the submission of the records of all piles in triplicate duly signed by the Contractor and the Engineer and delivered to the S.O. as the work proceeds.ITEM2,000.00DDrill 230mm diameter vertical hole through whatever SOIL other than rock & boulders commencing from flat working platform level, including all necessary temporary casing. (Pay length measure from platform level to toe level of pile cap)M4560.0065.00296,400.00EEXTRA-OVER to items 4 for drilling through rock, boulders, filled rock, sound / weathered rock or rubble wall material.M456.00100.0026,250.00FSupply, fabricate and install 230mm nominal diameter X 4mm thick steel pipe casing as part of micropile element. (Measure from top of casing to toe of casing)M4560.0075.00342,000.00GSupply, fabricate and install 1T40 reinforcement bar to 230mm diameter micropile. (Pay length measure from top of starter bar to toe of pile) - (Allow)M4560.0038.00173,280.00HSupply and install standard coupler for jointing of T40 reinforcement bar, including threading.NO15250.007,600.00JSupply, mix and place Grade 35 cement grout (w/c=0.45) to from 230mm diameter micropile (Pay length measure from working platform level to toe level of pile)M4560.0035.00159,600.00KCut off and strip pile head of micropile at required cut off level. (Main Contractor to excavate & expose pile head, dewater, protect excavated pit, shoring, survey C.O.L and clean pile cap base)NO15280.0012,160.00TOTAL CARRIED TO COLLECTION PAGE:-1,049,290.00PILING (CONT'D)ASupply of equipment, tools and labour to cut, bend and weld T40 L-Shaped starter bars as shown in the Engineer's construction drawing.NO152150.0022,800.00BProvide all necessary equip,ent and perform PDA test on pile selected by the Engineer, and submit test reports.No.52,800.0014,000.00TOTAL CARRIED TO COLLECTION PAGE:-36,800.00COLLECTION PAGE :-1,049,290.00FROM PAGE PL - Page 1/3FROM PAGE PL - Page 2/336,800.00TOTAL CARRIED TO GENERAL SUMMARY1,086,090.00

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BASEMENTCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBASEMENTITEMDESCRIPTIONUNITQTYRATE(RM)AMOUNT(RM)BASEMENTGeneral excavation including to reduce level excavation in hard materials commencing from plat form level and get out, part return, fill in and ram and remainder cart away, deposit, spread and level where directed within the site:ABulk excavation maximum depth n.e 3.00m, basementM370920.0014,180.00BExtra Over for excavation in rock, ditto.M37185.006,035.00COversite, maximum depth not exceeding 1.00m, ramp slab.M366.0035.10DExtra Over for excavation in rock, ditto.M32185.001,785.00ETrench for basement beam; maximum depth not exceeding 1.00mM3406.00240.00FExtra Over for excavation in rock, ditto.M3485.00340.00GSand fillingM313040.005,200.00Hardcore consisting of hard dry broken bricks or stones spread and leveled, well consolidated, watered and blinded with sandH150mm thick under basement slabM228419.005,396.00J150mm thick under ramp slabM23919.00741.00Concrete Grade 10 blinding as specifiedK50mm Thick under basemeent slabM228415.004,260.00L50mm Thick under ramp slabM23915.00585.00TOTAL CARRIED TO COLLECTION PAGE:-38,797.10BASEMENT (CONT'D)Vibrated Reinforced Concrete Grade 30 as specified In:-A150mm basement slabM343300.0012,900.00BBasement beamM336300.0010,800.00C150mm Thick retaining wallM323300.006,900.00D150mm thick ramp slabM36300.001,800.00Mild Steel Reinforcements to BS4449 as specified in :-Basement beamE10mm Diameter as described linksKG16203.305,346.00High Tensile Reinforcements to BS4449 as specifiedBasement slabF12mm DiameterKG3,9603.3013,068.00Basement beamG20mm DiameterKG4,2103.3013,893.00H16mm DiameterKG1,8003.305,940.00J12mm DiameterKG4703.301,551.00Ramp slabK10mm DiameterKG1763.30580.80Retaining wallL12mm DiameterKG2,9903.309,867.00TOTAL CARRIED TO COLLECTION PAGE:-82,645.80BASEMENT (CONT'D)Stell fabric reinforcementBasement slabALayer of BRC A10M228428.007,952.00Ramp slabBLayer of BRC A10M23928.001,092.00Sawn formwork as described to:CTo sides of basement beamM229038.0011,020.00DEdge of basement slab not exceeding 500mm highM9519.001,805.00EEdge of ramp slab not exceeding 500mm highM2919.00551.00FSides of retaining wallM230838.0011,704.00Internal Wall & PartitionsBrickworkG114mm Thick common clay brickwall laid on cement and sand mortar (1:3) mortar with an approved plasticiser as described including layer of exmet at every fourth courses and 6mm Diameter x 450mm Diameter long mild steel bar to B.S 15 as described bonding tie with one end built into brickwork and the other end cast into concrete including forming perforation into formwork, as described.M24545.002,025.00H114mm Wide approved hessian based bituminous felt damp proof course to B.S 743 as described.M182.2039.60TOTAL CARRIED TO COLLECTION PAGE:-36,188.60BASEMENT (CONT'D)Floor Finishes20mm Thick, cement and sand (1:3) rendering with floor hardener (stamped concrete) as specified with approved pattern and coloured as described all as per Architect's satisfaction.ATo floorM216085.0013,600.00Approved coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionBGenerallyM24295.001,855.00Internal Wall FinishesCement and sand (1:6) mixed with and approved plasticiser with wooden float as describedC20mm Thick as described plastering to the plainface of walls, beams, columns and the likesM215422.003,388.00Prepare and apply one coat JOTUN Basecoat Sealer and two coats of JOTUN finish coats or equivalant as described at :DSurface of skim coat slabM21549.001,386.00TOTAL CARRIED TO COLLECTION PAGE:-20,229.00BASEMENT (CONT'D)Internal Ceiling FinishesApproved skim coating to:ASides and soffit of beam and soffit of slabM22844.001,136.00Prepare and apply one coat JOTUN Basecoat Sealer and two coats of JOTUN finish coats or equivalant as described at :BSurface of skim coat slabM22849.002,556.00To supply and apply Bituminiuos Self Adhesive Waterproofing Membrane Sika Proof 1500 SA a self adhesive polymer modified bituminious sheet membrane reinforced with a tough high density polythylene film on lean concrete, apply in accordance to the manufacturer's (Sika Kimia Sdn. Bhd.) specification and instructions. The manufacturer must comply with approved International Quality System ISO 9000 series and approved Environmental Management Sysytem ISO 14000 series. (measured nett-no allowance made for laps and turn up)CSingle layer as describe thick under basement slabM243845.0019,710.00Anti termite against subterranean termite using germicide chemical soil treatment after laying of hardcore and prior to concreting and approved by ministry of health including providing five (5) years written guarantee starting from Date of Practical Completion to an extent of 1.20m from building line all to Architect's approvalDApproved spray anti termiticide with 0.5% at 5 litre per square meter per impregnation of soil surface below floor slab after laying of hardcore and prior to concreting.M24385.002,190.00TOTAL CARRIED TO COLLECTION PAGE:-25,592.00COLLECTION PAGE :-FROM PAGE BS - Page 1/638,797.10FROM PAGE BS - Page 2/682,645.80FROM PAGE BS - Page 3/636,188.60FROM PAGE BS - Page 4/620,229.00FROM PAGE BS - Page 5/625,592.00TOTAL CARRIED TO GENERAL SUMMARY203,452.50

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BLDG SUMCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURSUMMARYITEMDESCRIPTIONFROM PAGEAMOUNT(RM)AWORK BELOW LOWEST FLOOR FINISHWB - Page 5/5463,002.80BFRAMEFR - Page 3/3239,997.20CUPPER FLOORUF - Page 1/166,851.00DROOF TRUSSES & COVERINGRF - Page 6/6133,891.00ESTAIRCASE & STEPSC - Page 3/335,986.50FWALL & PARTITIONSWP - Page 3/3155,431.00GDOORS & WINDOWSDW -Page 11/11423,998.30HFLOOR FINISHESFF - Page 5/5646,757.00JWALL FINISHESWF - Page 3/3322,414.80KCEILING FINISHESCF - Page 3/3108,062.00LSANITARY FITTINGSSF - Page 5/533,070.60TOTAL CARRIED TO GRAND SUMMARY :-2,629,462.20877,328.60(1,752,133.60)1,3561,939.13180.15

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wbCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)WORK BELOW LOWEST FLOOR FINISHGeneral excavation including to reduce level excavation in hard materials commencing from plat form level and get out, part return, fill in and ram and remainder cart away, deposit, spread and level where directed within the site:AOversite, maximum depth not exceeding 1.00m, ground slab.M32086.001,248.000.3759.000BExtra Over for excavation in rock, ditto.M32185.001,785.00CPit for pile cap; maximum depth not exceeding 1.00mM3849.00756.00DExtra Over for excavation in rock, ditto.M31195.001,045.00ETrench for ground beam; maximum depth not exceeding 2.00mM31429.001,278.000.2500.550170.09.625FExtra Over for excavation in rock, ditto.M3149.00126.00Hardcore consisting of hard dry broken bricks or stones spread and leveled, well consolidated, watered and blinded with sandG250mm Thick as specified bed, ground slab and deck slabM296922.0021,318.009699693871,3561,9389691,175.00664.00TOTAL CARRIED TO COLLECTION PAGE:-27,556.00WORK BELOW LOWEST FLOOR FINISH (CONT'D)Concrete Grade 10 blinding as specifiedA50mm Thick under pile capM26211.00682.00B50mm Thick under ground beamM227011.002,970.000.2500.550170.017.5C50mm Thick under ground slabM296911.0010,659.00D50mm Thick under apron slabM220611.002,266.00Vibrated Reinforced Concrete Grade 30 as specified In:-EPile capM351300.0015,300.00199274.85FColumn stumpM36300.001,800.00GGround beamM3135300.0040,500.00H150mm Thick ground slabM3145300.0043,605.00J125mm apron slabM326300.007,800.00Mild Steel Reinforcements to BS4449 as specified in :-Column stumpK10MM Diameter as described linksKG4203.301,386.00Ground beamL10mm Diameter as described linksKG60753.3020,047.50TOTAL CARRIED TO COLLECTION PAGE:-147,015.50WORK BELOW LOWEST FLOOR FINISH (CONT'D)High Tensile Reinforcements to BS4449 as specifiedPile capA10mm DiameterKG5943.301,960.20B16mm DiameterKG2,1843.307,207.20C20mm DiameterKG1,5713.305,184.30Column stumpD16mm Diameter as main bar.KG1,2503.304,125.00E20mm Diameter as main bar.KG4303.301,419.00Ground beamF20mm DiameterKG15,0003.3049,500.00G16mm DiameterKG4,2003.3013,860.00H12mm DiameterKG5,1003.3016,830.00Ground SlabJ10mm DiameterKG1,9323.306,375.60Apron slabK10mm DiameterKG7803.302,574.00Steel fabric reinforcementGround SlabLLayer BRC A10M21,93828.0054,264.00Apron slabMLayer BRC A8M220624.004,944.00TOTAL CARRIED TO COLLECTION PAGE:-168,243.30WORK BELOW LOWEST FLOOR FINISH (CONT'D)To supply and apply Bituminiuos Self Adhesive Waterproofing Membrane Sika Proof 1500 SA a self adhesive polymer modified bituminious sheet membrane reinforced with a tough high density polythylene film on lean concrete, apply in accordance to the manufacturer's (Sika Kimia Sdn. Bhd.) specification and instructions. The manufacturer must comply with approved International Quality System ISO 9000 series and approved Environmental Management Sysytem ISO 14000 series. (measured nett-no allowance made for laps and turn up)ASingle layer as specified thick under ground slabM296945.0043,605.00Sawn formwork as described to:BSides of footingM221235.007,420.00CSides of column stumpM27735.002,695.00DTo sides of ground beamM2113735.0039,795.00ESoffit of suspended ground slabM236335.0012,705.00FEdge of slab not exceeding 500mm highM20618.003,708.00GEdge of apron slab not exceeding 500mm highM21018.003,780.00Anti termite against subterranean termite using germicide chemical soil treatment after laying of hardcore and prior to concreting and approved by ministry of health including providing five (5) years written guarantee starting from Date of Practical Completion to an extent of 1.20m from building line all to Architect's approval3282.8HApproved spray anti termiticide with 0.5% at 5 litre per square meter per impregnation of soil surface below floor slab after laying of hardcore and prior to concreting.M29695.004,845.000.2500.550170.077JDitto; below footing and prior to concretingM2575.00285.00KDitto; below ground beam and prior to concretingM22705.001,350.00TOTAL CARRIED TO COLLECTION PAGE:-120,188.00WORK BELOW LOWEST FLOOR FINISH (CONT'D)COLLECTION PAGE :-FROM PAGE WB - Page 1/527,556.00FROM PAGE WB - Page 2/5147,015.50FROM PAGE WB - Page 3/5168,243.30FROM PAGE WB - Page 4/5120,188.00TOTAL CARRIED TO BUILDING SUMMARY463,002.80

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frCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)FRAMEVibrated Reinforced Concrete Grade 30 as specified In:-AColumns/StiffnersM356300.0016,800.00BSuspended beamsM354300.0016,200.00CRoof beamsM349300.0014,700.00Mild Steel Reinforcements to BS4449 as specified In:-Columns/StiffenersD6mm Diameter as described linksKG3,3603.3011,088.00Suspended beamsE10mm Diameter as described linksKG2,1603.307,128.00Roof beamsF10mm Diameter as described linksKG1,8343.306,052.20High Tensile Reinforcements to BS4449 as specifiedColumns/StiffenersG16mm Diameter as main bar.KG7,4003.3024,420.00H20mm Diameter as main bar.KG6,0403.3019,932.00Suspended beamsJ20mm Diameter as main bar.KG3,6003.3011,880.00K16mm Diameter as main bar.KG2,7403.309,042.00L12mm Diameter as main bar.KG2,3003.307,590.00Roof beamsM20mm Diameter as main bar.KG4,0503.3013,365.00N16mm Diameter as main bar.KG2,1003.306,930.00P12mm Diameter as main bar.KG1,2003.303,960.00TOTAL CARRIED TO COLLECTION PAGE:-169,087.20FRAME (CONT'D)Sawn formwork as described to:ATo sided of columns/stiffnersM277335.0027,055.00BTo sides and soffit of suspended beamsM263935.0022,365.00CTo sides and soffit of roof beamsM261435.0021,490.00------------------------------------------------------Any other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-70,910.00FRAME (CONT'D)COLLECTION PAGE :-FROM PAGE FR _ Page 1/3169,087.20FROM PAGE FR _ Page 2/370,910.00TOTAL CARRIED TO BUILDING SUMMARY239,997.20

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ufCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)UPPER FLOORVibrated Reinforced Concrete Grade 30 as specified In:-A150mm Thick suspended floor slab.M238745.0017,415.00High Tensile Reinforcements to BS4449 as specifiedUpper FloorB10mm Diameter as main bar.KG8703.302,871.00Steel Fabric ReinforcementUpper FloorCLayer BRC A10M277428.0021,672.00Sawn formwork as described to:Suspended floor slabDSoffit of suspended floor slabM249335.0017,255.00EEdges of slab not exceeding 500mm highM17719.003,363.00Water ProofFTo supply and apply 2 coats of Sika Top Seal 107, 2 part polymer modified, SIRIM & SYABAS approved portable water cementitious waterproof mortar slurry comprimising of a liquid polymer and a cement based mix incorporating special admixtures at a rate of 1.0 kg/m2/coat, in accordance to the manufacturer's (Sika Kimia Sdn. Bhd.) specification and instructions. The manufacturer must comply with approved International Quality System ISO 9000 series and approved Environmental Management System ISO 14000 series.M29545.004,275.00GAny other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .TOTAL CARRIED TO BUILDING SUMMARY66,851.00

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rfCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)ROOF TRUSSES & COVERINGFLAT ROOF AND GUTTERVibrate reinforced concrete Grade 30 as described in:-A125mm Thick flat roof and gutterM264037.5024,000.00High Tensile Reinforcements to BS4449 as specifiedB10mm Diameter as main bar.KG9,6003.3031,680.00Steel Fabric ReinforcementCLayer BRC A10M264028.0017,920.00Sawn formworks as described to:-DSoffit and sides of flat roofM264035.0022,400.00EEdges of flat roof n.e 200mm thickM1775.00885.00Apply approved equivalent waterproofing membrane laid on concrete including protective screed as specified on top layer of membrane waterproofing (measured nett-no allowance made for laps) including triangle fillet where necessary.FTo flat roof and gutterM264024.5015,680.00TOTAL CARRIED TO COLLECTION PAGE:-112,565.00ROOF TRUSSES & COVERING (CONT'D)Contractor's Designed Roof TrussesNotes:-Notwithstanding to the Standard Method of Measurement, this item is measured flat on plan of roof area in Square Meter (M2). The Tenderer shall allow for all cost in connection therewith.Prices for the lightweight mild steel roof C-channel trusses shall include for all mild steel members, wall plates, connection plates, bolts, nuts and washer, painting or treatment of plates, design fees, fabrication and including providing ten (10) years written manufacturer's guaranteeThe Tenderer is requested to submit shop drawings, specification and calculation sheet document to S.O. for approval prior to fabrication and installation. Only designs from specialist Proprietary Roof Trusses Manufacturer's together with their Professional Engineer endorsement will be accepted.Design, fabricate, supply, deliver, unload, hoisting and fixing all fabricated mild steel C-channel roof trusses as described in accordance to manufacturer's specifications.GRoof Area (measured flat on plan) ; approximately 8.7m high above ground floor level (max).M27075.005,250.0057.6TOTAL CARRIED TO COLLECTION PAGE:-5,250.00ROOF TRUSSES & COVERING (CONT'D)ROOF COVERINGSupply and lay selected metal deck roofing sheet and accessories as described, all as per manufacturer's recommendation and Architect's approval.ARoof Area at 5o pitchM27065.004,550.0050BSupply and lay one (1) layer of double sided insulation foilM2706.00420.00CSupply and lay 50mm thick Rockwool (40kg/m2 density) insulationM27014.00980.00DChicken netting wire mesh (BRC 3315)M2702.80196.00ERidge capping to match last including bedding and pointing in waterproof cement and sand (1:3) mortar including ends and intersectionsM0.0Approved 22 gauge galvanised iron aluminium flashing and fixing as described (measured nett - no allowance for laps)EFlashing; four times bent; as capping dressed between joint of beam and R.C gutter and grouting with mass concrete.M3275.002,400.0010.6Prepare and apply one coat of metallic primer and three coats of approved oil paint on metal work:FSurface of exposed flashing.M324.00128.00TOTAL CARRIED TO COLLECTION PAGE:-8,674.00ROOF TRUSSES & COVERING (CONT'D)Unplasticised Polyvinyl Chloride (uPVC) to BS4514 as describedA150mm Diameter rainwater down pipe fixed to concrete column or brickwallM15737.005,809.00B150mm Diameter rainwater down pipe embedded in hardcoreM1838.50693.00CExtra Over for 150mm Diameter bendNO1812.00216.00DExtra Over for 150mm Diameter swan neckNO1812.00216.00E150mm Diameter uPVC dome rain water outlet fixed to position with approved jointing materialsNO1826.00468.00ROOF TRUSSES & COVERING (CONT'D)Any other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-7,402.00ROOF TRUSSES & COVERING (CONT'D)COLLECTION PAGE :-FROM PAGE RF _ Page 1/5112,565.00FROM PAGE RF _ Page 2/55,250.00FROM PAGE RF _ Page 3/58,674.00FROM PAGE RF _ Page 4/57,402.00TOTAL CARRIED TO BUILDING SUMMARY133,891.00

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scCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)STAIRCASE & STEPVibrated Reinforced Concrete Grade 30 as specified In:-AStepM34300.001,200.00BLanding BeamM30.0Mild steel bar reinforcements to BS 4449 as specifiedLanding beamD10mm Diameter bar as linkKG3.400.0High Tensile Reinforcements to BS 4449 as specifiedStepB10mm Diameter barKG7253.302,392.50Landing beamF16mm Diameter barKG3.400.0G20mm Diameter barKG3.400.0Formwork Class F1 as specifiedCUndercut riser exceeding 100mm high but not exceeding 200mm highM7212.00864.00DTo sides of step, including cutting to profile of tread and riserM518.0090.00Pebble Stone FinishCement and sand (1:3) rendering trowelled finish as smooth surfaces as describedE175mm high riser to floorM7270.005,040.00F150mm width treadM6065.003,900.00Steel stairGStainless steel stair comprising of metal plate steps complete with tempered glass handrailingM20800.0016,000.00TOTAL CARRIED TO COLLECTION PAGE:-29,486.50STAIRCASE & STEP (CONT'D)Tempered Glass Railing wallA1100mm High (extreme) stainless steel railing comprise of 75mm Diameter stainless steel tempered glass handrail with powder coated jointed to 50mm x 50mm mild steel baluster with powder coated, 25mm x 25mm thick mild steel intermediate balustrade with powder coated, 2 nos. 25mm x 4mm thick mild steel flat rail, jointed in approved fillet weld with bottom end fishtailed cast into concrete with and including all necessary bend, quadrant, accessories etc. and apply with one coat anti- rust and 3 coats of approved metal paints to all exposed surfaces of steel works and all as per details Architect's drawingsM10650.006,500.00TOTAL CARRIED TO BUILDING SUMMARY6,500.00STAIRCASE & STEP (CONT'D)COLLECTION PAGE :-FROM PAGE SC _ Page 1/329,486.50FROM PAGE SC _ Page 2/36,500.00TOTAL CARRIED TO BUILDING SUMMARY35,986.50

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wpCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)WALL & PARTITIONSExternal WallBrickworkA114mm Thick common clay brickwall laid on cement and sand mortar (1:3) mortar with an approved plasticiser as described including layer of exmet at every fourth courses and 6mm Diameter x 450mm Diameter long mild steel bar to B.S 15 as described bonding tie with one end built into brickwork and the other end cast into concrete including forming perforation into formwork, as described.M2145845.0065,610.00B114mm Wide approved hessian based bituminous felt damp proof course to B.S 743 as described.M3372.20741.40RailingC1100mm high balcony railing with 8mm Thick tempered glass panel railing, complete with stainless steel post all as per architect details.M43650.0027,950.00Aluminium stripEApproved aluminium strip to manufacture detailM275300.0022,500.00TOTAL CARRIED TO COLLECTION PAGE:-116,801.40WALL & PARTITIONS (CONT'D)Internal Wall & PartitionsBrickworkA114mm Thick common clay brickwall laid on cement and sand mortar (1:3) mortar with an approved plasticiser as described including layer of exmet at every fourth courses and 6mm Diameter x 450mm Diameter long mild steel bar to B.S 15 as described bonding tie with one end built into brickwork and the other end cast into concrete including forming perforation into formwork, as described.M284945.0038,205.00B114mm Wide approved hessian based bituminous felt damp proof course to B.S 743 as described.M1932.20424.60------------------------------------------------------CAny other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-38,629.60WALL & PARTITIONS (CONT'D)COLLECTION PAGE :-FROM PAGE WP - Page 1/3116,801.40FROM PAGE WP - Page 2/338,629.60TOTAL CARRIED TO BUILDING SUMMARY155,431.00

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dwCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)DOORS & WINDOWSDoorsNote:GeneralThe tenderer shall check the doors schedule provided by Consultant Architect for clear view of the items described. The tenderer shall also include in the items rate for any items not described in the description but shown in the drawings.Precast concrete Grade 25 as described including moulds, finished fair on exposed faces and hoisting, fixing, bedding, jointing and pointing in cement and sand mortar as described:A125mm x 300mm lintol reinforced with and including 4 Nos of 12mm Diameter high tensile rod reinforcement bars and 125mm centres of 6mm Diameter mild steel stirrups and sawn formwork as described.M11930.003,570.00TOTAL CARRIED TO COLLECTION PAGE:-3,570.00DOORS & WINDOWS (CONT'D)Doors (CONT'D)DOOR FRAMESupply and fix the following approved door frame consisting of 150mm timber architraves, with timber door frames to architect's approval and as per drawings.AOverall size 1800mm x 2400mm high.[D1]NO3297.00891BOverall size 1000mm x 2400mm high.[D2 & LD1]NO19261.004959COverall size 900mm x 2400mm high.[D3]NO7256.501796DOverall size 1200mm x 2400mm high.[LD2]NO1270.00270EOverall size 1775mm x 2050mm high.[LD3]NO1265.00265FOverall size 3000mm x 2050mm high.[LD4]NO1320.00320TOTAL CARRIED TO COLLECTION PAGE:-8,500.50DOORS & WINDOWS (CONT'D)Doors (CONT'D)DECORATIVE SOLID DOOR PANELSupply and fix the following Decoratived Solid Door; consisting of solid timber door leaf, and all necessary ironmongeries to architect's approval and as per drawings.ADouble leaf decorative solid timber louvers door, overall size 3000mm x 2050mm high.[LD4]NO11,500.0015003BDouble leaf decorative solid timber louvers door, overall size 1775mm x 2050mm high.[LD3]NO1850.008501.775TIMBER PANEL DOORSupply and fix the following Timber Panel Door; consisting of solid timber door leaf, and all necessary ironmongeries to architect's approval and as per drawings.CDouble leaf solid timber panel door, overall size 1800mm x 2400mm high.[D1]NO3800.0024005.4DDouble leaf solid timber louvers panel door, overall size 1200mm x 2400mm high.[LD2]NO1600.006001.2ESingle leaf solid timber panel door, overall size 1000mm x 2400mm high.[D2]NO17500.00850017FSingle leaf solid timber panel door, overall size 900mm x 2400mm high.[D3]NO7500.0035006.3GDouble leaf solid timber louvers panel door, overall size 1000mm x 2400mm high.[LD1]NO2600.0012002TOTAL CARRIED TO COLLECTION PAGE:-18,550.00DOORS & WINDOWS (CONT'D)Doors (CONT'D)POWDER COATED ALUMINIUM SLIDING DOORSSupply and install complete in position approved equivalent powder coated Aluminium frame glass sliding doors complete with extrusion frames, tinted glazing beads and gaskets, locks, other necessary ironmongeries and accessories, building in or cutting and pinning lugs, bedded in cement and sand mortar (1:3) and pointed both sides with an approved silicone sealant, in accordance with manufacturer's instruction and to architect's approval and as per drawings.A6mm Thick laminated glass, overall size 1700mm x 3200mm high.[SD1]NO12,448.0024485.44B6mm Thick laminated glass, overall size 2700mm x 3200mm high.[SD2]NO13,888.0038888.64C6mm Thick laminated glass, overall size 7700mm x 2950mm high.[SD3]NO110,221.001022122.715D6mm Thick laminated glass, overall size 7700mm x 2700mm high.[SD4]NO19,356.00935620.79E6mm Thick laminated glass, overall size 5350mm x 2400mm high.[SD5]NO15,778.00577812.84F6mm Thick laminated glass, overall size 5350mm x 2400mm high.[SD6]NO15,778.00577812.84G6mm Thick laminated glass, overall size 3850mm x 3050mm high.[SD7]NO15,284.00528411.7425H6mm Thick laminated glass, overall size 3000mm x 3000mm high.[SD8]NO24,050.0081009TOTAL CARRIED TO COLLECTION PAGE:-50,853.00DOORS & WINDOWS (CONT'D)Doors (CONT'D)POWDER COATED ALUMINIUM SLIDING DOORS (CONT'D)Supply and install complete in position approved equivalent powder coated Aluminium frame glass sliding doors complete with extrusion frames, tinted glazing beads and gaskets, locks, other necessary ironmongeries and accessories, building in or cutting and pinning lugs, bedded in cement and sand mortar (1:3) and pointed both sides with an approved silicone sealant, in accordance with manufacturer's instruction and to architect's approval and as per drawings.A6mm Thick laminated glass, overall size 3300mm x 2700mm high.[SD9]NO14,010.0040108.91B6mm Thick laminated glass, overall size 3850mm x 2400mm high.[SD10]NO14,158.0041589.24C6mm Thick laminated glass, overall size 7700mm x 2700mm high.[SD11]NO19,356.00935620.79D6mm Thick laminated glass, overall size 2500mm x 2700mm high.[SD12]NO13,038.0030386.75ELouvers door, overall size 2500mm x 2700mm high.[SD13]NO13,038.0030386.75F6mm Thick laminated glass, overall size 1200mm x 2400mm high.[SD14]NO11,296.0012962.88G6mm Thick laminated glass, overall size 3500mm x 2700mm high.[SD15]NO14,253.0042539.45H6mm Thick laminated glass pocket door, overall size 2850mm x 2400mm high.[PD1]NO13,078.0030786.84TOTAL CARRIED TO COLLECTION PAGE:-32,227.00DOORS & WINDOWS (CONT'D)WindowsNote:GeneralThe tenderer shall check the windows schedule provided by Consultant Architect for clear view of the items described. The tenderer shall also include in the items rate for any items not described in the description but shown in the drawings.Aluminum WorksThe quantity given herein are not to be used as the basis for ordering the window and fixed panel units, the contractor shall, prior to placement of his orders, verify from the drawings and physical work on the site and subsequently confirm with the Architect the numbers and exact size of window and fixed panel unit show in this Bills and shall allow herein the extra costs incurred or savings accrued for any minor difference in size and all adjustment necessary for the window and fixed panel units.Rates for aluminum works are to include everything necessary whether described herein or otherwise, for the complete installation of each unit in accordance with the specification, contract drawings and the approved shop drawings.The word 'frames' in the description hereinafter shall be deemed to include heads, jambs, cills, mullions, etc. to window and fixed panel unit.The tenderer must ascertain the actual panel sizes of glass required and allow in the rates of each aluminum units the extra costs or saving of glass over the quantities given resulting from usage of smaller or larger frame extrusions, or different method of glazing.The Tenderer shall provide and supply shop drawings in accordance to site measurements and no claimed will be entertained for any discrepancies between the Drawings, Bill Of Quantities and Site Measurement.TOTAL CARRIED TO COLLECTION PAGE:-0.0DOORS & WINDOWS (CONT'D)WindowsPrecast concrete Grade 25 as described including moulds, finished fair on exposed faces and hoisting, fixing, bedding, jointing and pointing in cement and sand mortar as describedA125mm x 150mm lintol reinforced with and including 4 Nos of 12mm Diameter high tensile rod reinforcement bars and 125mm centres of 6mm Diameter mild steel stirrups and sawn formwork as described.M20830.006,240.00B150mm x 50mm Thick Grade 25 reinforced concrete window hood including all necessary reinforcements, formworks etc. all as per detailsM20820.004,160.00C150mm x 50mm Thick Grade 25 reinforced concrete window sill , ditto.M20820.004,160.00D150mm x 50mm Thick Grade 25 reinforced concrete window fin , ditto.M20820.004,160.00Supply and fix the following in powder coated Aluminium windows and frames fabricated from extruded section including painting with and including glass with glazing gasket complete with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc. all as per drawings.EFix window with 6mm thick laminated glass , overall size 3700mm x 2900mm high[W1]NO110.73450710.73FFix window with 6mm thick laminated glass , overall size 2700mm x 2900mm high[W2]NO17.8332897.83GFix corner window with 6mm thick laminated glass , overall size 7200mm x 2900mm high[W3]NO120.88877020.88HFix window with 6mm thick laminated glass , overall size 1200mm x 2900mm high[W4]NO23.4829233.48TOTAL CARRIED TO COLLECTION PAGE:-38,208.00DOORS & WINDOWS (CONT'D)Windows (CONT'D)Supply and fix the following in powder coated Aluminium windows and frames fabricated from extruded section including painting with and including glass with glazing gasket complete with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc. all as per drawings.AFix window with 6mm thick laminated glass , overall size 4700mm x 6750mm high420[W5]NO913,324.5011992031.72513,324.50BTop hung window with 6mm thick laminated glass , overall size 600mm x 1200mm high[W6]NO1302.403020.72302.40CCasement window with 6mm thick laminated glass , overall size 1000mm x 1200mm high[W7]NO4504.0020161.2504.00DCasement window with 6mm thick laminated glass , overall size 3000mm x 2700mm high[W8]NO33,402.00102068.13,402.00ECasement window with 6mm thick laminated glass , overall size 1000mm x 2700mm high[W9]NO21,134.0022682.71,134.00FCasement window with 6mm thick laminated glass , overall size 1000mm x 2100mm high[W10]NO1882.008822.1882.00GFix corner window with 6mm thick laminated glass , overall size 2850mm x 2700mm high[W11]NO13,231.9032327.6953,231.90HFix window with 6mm thick laminated glass , overall size 1850mm x 2700mm high[W12]NO12,097.9020984.9952,097.90JFix window with 6mm thick laminated glass , overall size 4725mm x 6250mm high[W13]NO312,403.203721029.5312512,403.13KFix window with 6mm thick laminated glass , overall size 3700mm x 2550mm high[W14]NO13,963.0039639.4353,962.70TOTAL CARRIED TO COLLECTION PAGE:-182,097.30DOORS & WINDOWS (CONT'D)Windows (CONT'D)Supply and fix the following in powder coated Aluminium windows and frames fabricated from extruded section including painting with and including glass with glazing gasket complete with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc. all as per drawings.ACasement window with 6mm thick laminated glass , overall size 750mm x 3000mm high[W15]NO4945.0037802.25945.00BFix window with 6mm thick laminated glass , overall size 450mm x 2700mm high[W16]NO4510.3020411.215510.30CCasement window with 6mm thick laminated glass , overall size 3000mm x 2700mm high[W17]NO23,402.0068048.13,402.00DFix window with 6mm thick laminated glass , overall size 4100mm x 2700mm high[W18]NO14,649.40464911.074,649.40EFix window with 6mm thick laminated glass , overall size 8700mm x 2700mm high[W19]NO19,865.80986623.499,865.80FFix window with 6mm thick laminated glass , overall size 5175mm x 2700mm high[W20]NO15,868.50586813.97255,868.45GFix window with 6mm thick laminated glass , overall size 2275mm x 2700mm high[W21]NO12,579.9025806.14252,579.85HFix window with 6mm thick laminated glass , overall size 1675mm x 2700mm high[W22]NO11,899.5019004.52251,899.45JFix window with 6mm thick laminated glass , overall size 1200mm x 2700mm high[W23]NO21,360.8027223.241,360.80TOTAL CARRIED TO COLLECTION PAGE:-40,209.90DOORS & WINDOWS (CONT'D)Windows (CONT'D)Supply and fix the following in powder coated Aluminium windows and frames fabricated from extruded section including painting with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc. all as per drawings.ACasement window with 6mm thick laminated glass , overall size 3000mm x 2400mm high[W24]NO43,024.00120967.23,024.00BSliding top hung window with 6mm thick laminated glass , overall size 1000mm x 2400mm high[W25]NO21,008.0020162.41,008.00CCasement window with 6mm thick laminated glass , overall size 1000mm x 2100mm high[W26]NO3882.0026462.1882.00DCasement window with 6mm thick laminated glass , overall size 3000mm x 600mm high[W27]NO1756.007561.8756.00EFix window with 6mm thick laminated glass , overall size 3250mm x 2400mm high[W28]NO13,276.0032767.83,276.00FFix window with 6mm thick laminated glass , overall size 4875mm x 2400mm high[W29]NO24,914.00982811.74,914.00GFix window with 6mm thick laminated glass , overall size 3775mm x 2400mm high[W30]NO13,805.2038059.063,805.20HFix corner window with 6mm thick laminated glass , overall size 8050mm x 2400mm high[W31]NO18,114.40811419.328,114.40JCasement window with 6mm thick laminated glass , overall size 2300mm x 1500mm high[W32]NO51,449.0072453.451,449.00TOTAL CARRIED TO COLLECTION PAGE:-49,782.60DOORS & WINDOWS (CONT'D)COLLECTION PAGE :-FROM PAGE DW _ Page 1/113,570.00FROM PAGE DW _ Page 2/118,500.50FROM PAGE DW _ Page 3/1118,550.00FROM PAGE DW _ Page 4/1150,853.00FROM PAGE DW _ Page 5/1132,227.00FROM PAGE DW _ Page 6/110.0FROM PAGE DW _ Page 7/1138,208.00FROM PAGE DW _ Page 8/11182,097.30FROM PAGE DW _ Page 9/1140,209.90FROM PAGE DW _ Page 10/1149,782.60TOTAL CARRIED TO BUILDING SUMMARY423,998.30TOTAL CARRIED TO BUILDING SUMMARY (SD-A)

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ffCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)FLOOR FINISHESExternal Floor FinishesApproved 600mm x 600mm coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionATo floor areaM269105.007,245.00664.001,175.00Approved 300mm x 300mm coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionBTo floor areaM2995.00855.00Approved 600mm x 600mm x 25mm granite slab as described, match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionCTo floor areaM2278650.00180,700.00Approved 100mm x 100mm x 50mm granite coble stone as described, match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionDTo floor areaM2228250.0057,000.00TOTAL CARRIED TO COLLECTION PAGE:-245,800.00FLOOR FINISHES (CONT'D)External Floor Finishes (Cont'd)Approved No 5 pebble stone as described, match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionATo floor areaM22395.002,185.00Approved 200mm x 38mm cengal timber strip fixed to cengal batten as described, match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionBTo floor areaM257350.0019,950.00TOTAL CARRIED TO COLLECTION PAGE:-22,135.00Internal Floor FinishesApproved 600mm x 600mm coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionATo floor areaM2109105.0011,445.00Approved 300mm x 600mm coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionBTo floor areaM28995.008,455.00Approved 300mm x 300mm coloured homogenous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionCTo floor areaM22895.002,660.00Approved selected 600mm x 600mm marble as described, match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionDTo floor areaM2284650.00184,600.00TOTAL CARRIED TO COLLECTION PAGE:-207,160.00FLOOR FINISHES (CONT'D)Internal Floor Finishes (Cont'd)Approved selected merbau timber strip including laying on cement and sand screed and laid 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described all as per Architect's satisfactionATo floor areaM2481350.00168,350.0020mm Thick, cement and sand (1:3) pavings : smooth trowelled.BTo floor areaM218418.003,312.00CAny other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-171,662.00FLOOR FINISHES (CONT'D)COLLECTION PAGE :-FROM PAGE FF - Page 1/5245,800.00FROM PAGE FF - Page 2/522,135.00FROM PAGE FF - Page 3/5207,160.00FROM PAGE FF - Page 4/5171,662.00TOTAL CARRIED TO BUILDING SUMMARY646,757.00

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wfCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)WALL FINISHESExternal Wall FinishesCement and sand (1:6) mixed with and approved plasticiser with wooden float as describedA20mm Thick plainface walls, beams, columns and the likesM2138122.0030,382.00B20mm Thick as described screeding to receive wall tilesM2138122.0030,382.00Prepare and apply internally ' JOTUN' paint system.CPlasteres surfaces of walls, beams, columns and the likesM213819.8013,533.80No 5 pebble stone as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as describedCTo wall, column and the likeM25295.004,940.00300mm x 600mm homogeneous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as describedCTo wall, column and the likeM22595.002,375.00TOTAL CARRIED TO COLLECTION PAGE:-81,612.80WALL FINISHES (CONT'D)Internal Wall FinishesCement and sand (1:6) mixed with and approved plasticiser with wooden float as describedA20mm Thick as described plastering to the plainface of walls, beams, columns and the likesM22,77922.0061,138.00B20mm Thick as described screeding to received wall tilesM22,77922.0061,138.00600mm x 600mm homogeneous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described.CTo wall, column and the likeM2109105.0011,445.00300mm x 600mm homogeneous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described.DTo wall, column and the likeM211895.0011,210.00300mm x 300mm homogeneous tiles as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described.ETo wall, column and the likeM24895.004,560.00TOTAL CARRIED TO COLLECTION PAGE:-149,491.00WALL FINISHES (CONT'D)Internal Wall Finishes (Cont'd)600mm x 600mm marble as described, bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) backing screed and laid in approved pattern as described.ATo wall, column and the likeM2102650.0066,300.00Prepare and apply one coat JOTUN Basecoat Sealer and two coats of JOTUN finish coats or equivalant as described at :BPlastered surfaces of walls, beams, columns and the likesM22,7799.0025,011.00------------------------------------------------------CAny other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-91,311.00WALL FINISHES (CONT'D)COLLECTION PAGE :-FROM PAGE WF - Page 1/481,612.80FROM PAGE WF - Page 2/4149,491.00FROM PAGE WF - Page 3/491,311.00TOTAL CARRIED TO BUILDING SUMMARY322,414.80

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cfCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)CEILING FINISHESExternal Ceiling FinishesAApproved gysum fibrous plaster ceiling on jointless Aluminium support frame and providing opening light fittings, grilles and the likesM240250.0020,100.00B120mm x 20mm Fibrous Plaster Cornice including hard wood timber sub-frameM33418.006,012.00Prepare and apply one coat JOTUN Basecoat Sealer and two coats of JOTUN finish coats or equivalant as described at :CSurface of gypsum board ceilingM24029.003,618.00DSurface of fibrous plaster corniceM3341.50501.00TOTAL CARRIED TO COLLECTION PAGE:-30,231.00CEILING FINISHES (CONT'D)Internal Ceiling FinishesAApproved gysum fibrous plaster ceiling on jointless Aluminium support frame and providing opening light fittings, grilles and the likesM2114450.0057,200.00B120mm x 20mm Fibrous Plaster Cornice including hard wood timber sub-frameM53018.009,540.00Prepare and apply one coat JOTUN Basecoat Sealer and two coats of JOTUN finish coats or equivalant as described at :CSurface of gypsum board ceilingM211449.0010,296.00DSurface of fibrous plaster corniceM5301.50795.00------------------------------------------------------EAny other items and/or associated works not included in the above but deemed necessary. (Please Specify):-1) .2) .3) .TOTAL CARRIED TO COLLECTION PAGE:-77,831.00CEILING FINISHES (CONT'D)COLLECTION PAGE :-FROM PAGE CF - Page 1/330,231.00FROM PAGE CF - Page 2/377,831.00TOTAL CARRIED TO BUILDING SUMMARY108,062.00

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sfCADANGAN MEROBOH DAN MEMBINA SEMULA SEBUAH BANGLO 2 TINGKAT BESERTA BASEMEN DAN KOLAM RENANG DI ATAS LOT 166 (NO9), LORONG DAMAI 9, JALAN DAMAI, 54000 WILAYAH PERSEKUTUAN KUALA LUMPURBUILDINGITEMDESCRIPTIONUNITQUANTITYRATE(RM)AMOUNT(RM)SANITARY FITTINGSSupply and fix the following approved or other equivalent sanitary fittings and accessories in selected colour by Architect vitreous china including storing, assembling, bedding, plugging and screwing with matching screws, cutting and pinning or building in brackets, jointing and connecting to services and to soil and waste pipes and making and making good all works disturbed all as per manufacturer's specifications :ATOTO CW822J wall hung washdown water closet in White with WA-K5131#22 dual flush actuator in chrome including P trap TX215C outlet connector 224.053.00.1, 1 chair bracket TC381VSR Duraplus soft-close elongated seat and cover and all other necessary accessories including WDI WA-K301-D concealed cistern 6/3L front operated with 80mm thickness flush valve and all other necessary accessories.NO4800.003,200.00master 1&2BTOTO CW863NPJ pedestal water closet in White with WA-K5131#22 dual flush actuator in chrome (Back Inlet) including P trap TX215C outlet connector TOTO TX276C, supporting fittings XR-BUSH (N), Rubber Spud TC380PPSM medium duty seat and cover and all other necessary accessories including WDI WA-K301-D concealed cistern 6/3L front operated with 80mm thickness flush valve and all other necessary accessories.NO5800.004,000.00Guest bath, 2,3,4, powder 1& 2CClaytan Gyrus wahsdown water closet top push button tank trim in White with WA-K5131#22 dual flush actuator in chrome, outlet connector and seat and cover and all other necessary accessories including WDI WA-K301-D concealed cistern 6/3L front operated with 80mm thickness flush valve and all other necessary accessories.NO1600.00600.00maid bathTOTAL CARRIED TO COLLECTION PAGE:-7,800.00SANITARY FITTINGS (CONT'D)ASoverign sense arcylic whirlpool longbath in White with 4 standard jets, 2 back jets, 1 head rest and pop-up waste, trap and overflow, TOTO Cocktail series TX447SK, 4 hole- deck mount bath/shower mixer complete with retractable handshower and spout with divertor WA-JFL SO240.001.CR square rain shower 240 x 240mm complete with AS400.001CR square shower arm 400mm and all other necessary accessories.NO41,300.005,200.00master bath 1 & 2BTOTO LW818J semi recess basin in White, "Le Muse" Vessel Lavaratory 65 with TX809LV5 fixing bolt, 650mm(L) x 370mm(W) x 150mm(H) complete with waste, plug, chain and 32mm chrome plated bottle trap with TOTO Cocktail series TX116LK chromed plated single lever basin mixer height : 273mm coming with 1" one push pop-up waste, and all necessary accessories.NO4300.001,200.00master bath 1 & 2CTOTO LW533J round semi recess basin in White with TX710L support fittings complete with waste, plug, chain and 32mm chrome plated bottle trap with TOTO Cocktail series TX116LK chromed plated single lever basin mixer height : 273mm coming with 1" one push pop-up waste, and all necessary accessories.NO5300.001,500.00powder 1 & 2DTOTO LW647C semi recess counter basin in White, with TX809LV5 brackets, 520mm(L) x 420mm(W) complete with waste, plug, chain and 32mm chrome plated bottle trap with TOTO Ego II series TX123LESV4 chromed plated basin cold tap (pillar type) height : 255mm coming with push u