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Sheet1AFAGIAN

&L&"Arial"&9 PRO EK MEROBOH DAN MEMBINA SE ULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH

Sheet2PART A2 - OCCUPATIONAL SAFETY AND HEALTHItemDescriptionUnitQtyRateAmountAPlanning For Safety & Health1) Preparation of 5 copies site safety and health plan (S-Plan) as per JKR requirement and it shall include among others:Itemi)Safety and Health Policyii)Emergency Response Plan (ERP)iii)Chemical Safety Data Sheet (CSDS)(Shall submit within Three (3) months after thereceipt of Letter of Acceptance).2) Preparation of Hazard Identification Risk Assessment and Risk Control (HIRARC) for the activities carried out at site. (To be sequent submitted before commencement of each works throughout the contract period).Item3) Safety ReportItemPrepare and submit to the S.O/P.D of 5 copies monthly safety & health report describing the occurrences of accidents, near misses, injuries and deaths and the actions taken. The report may be incorporated in the Progress Report for the entire duration of the contract. It shall also include:-i)i. Schedule of safety & health committee meetings,ii)Site safety & health toolbox meetings,iii)Safety & health audit reports,iv)Safety & health inspections reports.BResources For Site Safety1) Employment of a Site Safety & Health Officer (SHO) registered with DOSH and to the satisfaction of the S.O/P.D for the entire contract period to be stationed fulltime at the site.Month(For works exceeding RM20 millions contract value or high risk workplace as directed by2)Employment of a Site Safety & Health Supervisor (SSS) and to the satisfaction of the S.O/P.D for the entire duration of the construction period to be stationed minimum 15 hours a week at the site.ItemTo Collection RMA2/1PART A2 - OCCUPATIONAL SAFETY AND HEALTHItemDescriptionUnitQtyRateAmountAProtective Equipment1) Provision and maintenance of Personal Protective Equipment to S.O/P.D staffs at site of adequate quantity and of approved quality. The equipment shall include but not be limited to the following:LSSafety bootsPairs6Safety helmetsPcs6Full Body Harness c/w Hook and Lankyard for workmen who work at heights more than 2m above ground levelPcs6Safety / life lines for workmen who work at heights more than 2m above ground levelLS6Protective glovesPairs6Safety gogglesPairs6Safety jackets of reflective typePcs6Ear plugs and muffsPairs6Gas masksSet6Dust masksPcs6Head lampPcs6Life jacketPcs6(any additional... etc.)2) Provision and maintenance on the Site during theduration of the Works, of the adequate safetyequipment to be approved by the S.O/P.D asLSGas detectorsBreathing apparatusAir ventilation pumpsWarning lightsFire extinguishersHazard tapeSafety barriersBTraffic Management & Signage(Please delete this item if Traffic Management Plan is existed in the contract already.)1)Provision and maintenance of adequate safety, traffic and warning signs and warning lights as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.Item2)Provision and maintenance of traffic control and signage by competent persons where site is in close proximity of public road including provision of flagmen as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.ItemTo Collection RMA2/2PART A2 - OCCUPATIONAL SAFETY AND HEALTHItemDescriptionUnitQtyRateAmountASafe Working Area1) Supply erection, maintenance and removal on completion of the works, protective and security hoarding as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.LS2)Supply, erection and dismantling of scaffolding, working platform with safety nettings (please delete where not applicable) by competent person(s) under the direct supervision of a designated person as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.LS3)Submission of scaffolding design and working platform for works above 15m height certified by a Professional Engineer for the approval of the S.O/P.D as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.LS4)Supply, erection, maintains and dismantling of catch platform during demolition of structure or other related exterior works at more than 12m height. Such platform shall be designed by a Professional Engineer and certified for safety prior to erection as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.LS5)Supply erection, maintenance and removal of safety barricades / fencing / railing / screen / wire netting / toe board for maintaining safe working environment (please delete where not applicable) during theLS6)Provision and maintenance of guardrails or board fences and temporary foot walks with adequate temporary overhead protection for public walkways and thoroughfares. (Please delete where not applicable).LSTo Collection RMA2/3PART A2 - OCCUPATIONAL SAFETY AND HEALTHItemDescriptionUnitQtyRateAmountSafe Working Area (Cont'd)7)Cordoning off working area and provision of public control and safety measures where lifting operations, moving, shifting, transferring works are carried out outside the hoarded up area of the worksite as stipulated in JKR Specification For Occupational Safety And Health For Engineering Construction Works.LS8)Measures to prevent the breeding of mosquitoes, houseflies, rats, insects and other dangerous animals on the Site throughout contract period.LSASpecial Work ConditionAllow for Statutory Obligation including payment of all fees and charges compliance with Occupational Safety and Health requirements stated in laws, regulations and by-laws which are not included elsewhere in this Bill of Quantities as stipulated under the Conditions of Contract and JKR Specification For Occupational Safety And Health For Engineering Construction Works , details of which are to be particularized below:-1) Confined SpacesLSThe contractor shall ensure that closed tanks with restricted means of entry and exit, open manholes, trenches, pipes, flues, ducts, ceiling voids, enclosed rooms such as basements and other places where there is inadequate ventilation and/or the air is either contaminated or oxygen deficient, be tested before entry to determine that there are adequate levels of oxygen present, and that dangerous amounts of flammable and or poisonous gases are not present.(Proprietary meters are available).The contractor shall establish a safe work system for workers who will be carrying out their work in confined spaces.The contractor shall adopt an entry permit system, so as to ensure that employees and others are aware of the location of anyone required to enter confined spaces.To Collection RMA2/4PART A2 - OCCUPATIONAL SAFETY AND HEALTHItemDescriptionUnitQtyRateAmountSummaryOCCUPATIONAL SAFETY AND HEALTHFrom Page No. A2/1From Page No. A2/2From Page No. A2/3From Page No. A2/4To Grand Summary RMA2/5APPENDIX 'A'DAYWORKS RATESDaywork rates will only be used as a basis for payment when normal ratesfor supply and fix (as given above) are not applicable. No work shall be carriedout on Daywork basis except when ordered in writing by the SuperintendingOfficer.When work is so ordered the Contractor shall be paid Daywork prices plus15% which shall include for the use of all ordinary plant, tools and scaffolding,supervision, establishment charges and profit. Daywork prices shall be taken tomean the actual prime cost to the Contractor of his materials, transport and labourfor the work concerned.The Contractor shall produce for verification to the S.O. vouchers specifyingthe time and materials employed on the work. If required the Contractor shall alsoproduce his receipted bills and wages books in support of his accounts.When special mechanical plant is required for use on Daywork, the S.O.'sapproval must be obtained and the cost to be paid to the Contractor mustbe agreed before commencement of work: Only such plant that the S.O. hasaccepted as special mechanical plant before commencement of work will beconsidered for payment as special plant on Daywork basis.The cost of any materials supplied by the Government for use onDaywork shall not be taken into account when calculating the amount on whichthe 15% addition is based.Only time on work actually done will be allowed. A "Day" is considered tobe normal working day of 8 hours. Fractions of a day will be paid for "pro-rata".Rates for power driven tools are not included in the labour rates but chargesfor hand tools shall be deemed to be included.1APPENDIX 'A' (CONT'D)SCHEDULE OF BASIC PLANT CHARGES FOR USEIN CONNECTION WITH DAYWORKSThe Contract Rates for pl9nt in the Schedule of Dayworks shall apply to all plantwhether belonging to the Contractor or hired by him and shall cover all thecontractors obligations whatsoever in providing and maintaining such plant at theplace of work including operators, all fuel and lubricants, all ancillary equipmentnecessary for efficient operation and use of the plant grid overheads and profits.The Contract Rates for plant shall apply both to plant which is already available atsite and to plant brought to site especially for dayworks but in the latter case theContractor shall be paid his additional cost in transporting such plant to and fromthe site.The daily rates in the Schedule are not intended to establish minimum charges.The rates should be applied to the time during which the plant is actually engagedin daywork. The inclusion of an item of plant in the Schedule does not necessarilydeem nor indicate that the items is chargeable.Rates for other plant not included in the Schedule shall be settled at pricesreasonably related to the rates so included.NO.DESCRIPTIONUNITRATENote: Against each item of the following items of plant shall where applicable be entered the type, class, capacity or rating of the plant which the Contractor proposes to use.A.Tipping Vehicle:(i) 5 Tons and overDay(ii) 3 Tons and under,,,,B.Dumper 1 cu. yd.,,,,C.Backhoe,,D.Air Compressor,,E.Pneumatic concrete breaker including tools and hoses.,,3APPENDIX 'B'SECTION A2 - PRELIMINARIESLIST OF MATERIAL TOGETHER WITH QUANTITIES AND BASIC UNITCOST FOR THE PURPOSE OF TENDER EVALUATIONITEMNO.MATERIALSUNITTOTALESTIMATEDQUANTITYCONTRACTORUNIT COST1.CementBag2.SteelTon3.AggregateMC4.SandMC5.BrickPer 10006.TimberTon7.Roofing MaterialsMS8.Ceiling MaterialsMS9.Steel And Metal SectionsTon10.Plumbing Materialsa)MRb)MRc)NO.d)NO.11.Floor And Wall TilesMS12.Sanitary Fittingsa)NO.b)NO.c)NO.13.Ironmongerya)NO.b)NO.c)NO.14.GlassMS15.PaintMSI/We certify that this Schedule reflects the unit costing used in the submission ofthe tender and it is based on current prevailing market price available.Tenderer5APPENDIX 'C'1. EQUIPMENT AND FACILITIESThe Contractor shall provide the following facilities listed hereunder forthe use of the Superintending Officer (S.0) and / or his staff. Allequipment(s) provided for the facilities shall be new, local products andshall be delivered, tested and installed within a month of the issuance ofthe Letter Of Acceptance. The place of delivery and installation shall be asdirected by the S.O. The facilities provided shall be maintained by theContractor or his appointed agent throughout the contract period until theissuance of the Certificated of Practical Completion. Maintenance shallinclude all necessary monthly servicing according to manufacturersspecification and supply of accessories and consumables.The equipment(s) and facilities shall be in the custody of the Contractor atall times. Upon the issuance of the Certificate Of Practical Completion,the Contractor shall remove all equipment and facilities from its location.If the Contractor fails to provide or maintain any equipment(s) for thefacilities as listed hereunder, the Government shall have the right toprocure the equipment(s) from other sources or maintain it and allexpenses arising shall be borne by the Contractor and an appropriateadjustment shall be made to the Contract Sum.7PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountELEMENT NO. 'I - DEMOLITION WORKSGeneral NotesGenerally the site clearance and demolition works in this Bills of Quantities have not been measured in accordance to the Building SMM and or MyCESSMMUnless otherwise stated all quantities are Fixed QuantitiesIn compliance with the Preliminaries, the Contractor shall be deemed to have visited and examined the Site and to have ascertained the nature, character and extent of the Works, local conditions, accessibility of the Site & locations and extent of the required dump sites.The Contractor is referred to the items of Preliminaries and the Specifications regarding protection, watching and lighting, temporary scaffolding and hoardings and he will be held to have included for these provisions and for taking all necessary safety.Prior to any demolition works, the contractor is responsible in obtaining all necessary approvals, permits from respective regulating agencies, statutority bodies etc, and including making payments, charges and or fees imposed by the respective related agencies.The Contractor shall be held responsible for terminating, disconnecting and sealing off all existing services mains, electricity, water, telephone, etc. and applying for permits and approval and servicing all notices including paying all charges and fees due prior to termination works.Prior to demolition works, the contractor shall carry out utilities mapping where necessary and provide temporally diversions and/or connections for the utilities affected by the demolition and during the construction of the new building.Demolition works shall be held to include for breaking up all structures, debris, into safe handling and transportable sizes and removing them from Site to the Contractor's own dump including paying all dues, royalties etc.Prior to any demolition works the contractor is to submit the method statement for all demolition works for approval of the SO. No works shall commence unless written approval is obtained from the SO and the relevant Authorities.TO COLLECTION RMB/1/1PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountELEMENT NO. 1 - DEMOLITION WORK (CONT'D)General NotesThe pulling down, dismantling etc. for the following items are generally to be executed manually except where the demolition of the major works requiring the use of mechanical equipment which will cause excessive vibration for which the prior approval of S.O/Authorities is requiredWhen shorings, buttress, supports and temporary safety measures including protection are necessary in connection with the demolition of any particular section, portion or items of the Works, the Contractor is to allow for such contigencies in his demolition costs.The contractor shall allow in the demolition costs provision at all time through the demolition works his own consultants, maintain the stability and integrity of the adjoining, adjacent and or nearby buildings, and or structures. The contractor shall provide/do whatever necessary to comply with such requirement including temporary supports, strutting and/or underpinning etc if it is required and so advice by his own consultants. In the event that the shop lots, structures and or buildings are damaged, the contractor shall repair and restored them to its original condition at his own costs.All demolition works shall be held to include the handling and disposal of toxic and or or other dangerous materials if anyThe contractor is to include in the rates and prices for site clearance and demolition works all cost in acquiring and obtaining permissions from Local Authorities and pay all fees in connection with the disposal dumpTO COLLECTION RMB/1/2PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountGeneral NotesRemoval for Re-UseThe tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, the contractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by Koperasi Pekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .AProvide all machines, labours, scaffolding, temporary works where necessary and carefully remove manually and or by machine of the following items from the existing building/structures including setting aside, multiple handling, transporting, stacking, storing at SO's designated storage site not exceeding 20km radius from site including dispatching from site and returning to site as required and such materials shall become the property of the Employer and be excluded from the credit/salvage valueAir Conditioning Unitsa1HP - 2.5 HP (at Pejabat Pengurusan)Nos7b1HP - 2.5 HP (Surau As-Siddiq)Nos3c1HP - 2.5 HP (Pejabat Operasi)Nos1d5HP -7HP (Menara Pekan Rabu)Nos6e3HP-5HP (Menara Pekan Rabu)Nos5fPam Kumbahan (Block A)Nos4gD.B Board (Blaock A& B)Nos358hPam Air Bersih (Block A)Nos2jPanel LV Board (low voltage) (Block A)Nos2kACV 800A (pemutus liter Udara) (Block A)Nos1lTiang lampu (Dataran Che Det)Nos28Pam Hose ReelmBlock ANos2nBlock BNos2pTangki Air Bomba (Block B)Nos1Generator Block( A & B)qBlock ANos1rBlock BNos1TO COLLECTION RMB/1/3PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountGeneral NotesNos

NosNosNos

Nos Nos Nos Nos

NosNos50

83731

25 53 10 40

4010Removal for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, the contractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by Koperasi Pekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .AProvide all machines, labours, scaffolding, temporary works where necessary and carefully remove manually and or by machine of the following items from the existing building/structures including setting aside, multiple handling, transporting, stacking, storing at SO's designated storage site not exceeding 20km radius from site including dispatching from site and returning to site as required and such materials shall become the property of the Employer and be excluded from the credit/salvage valueRoller ShutterKedai makana6x8Nos50Kedai Pekasam dan kuihb4x8Nos836x8Nos738x8Nos1Bangunan Fasa 2:c6x8Nos25d8x8Nos53e5x8Nos10f8x10Nos40GI BesiBlock Ag(2x4, 1x1)Nos40GI Steel (Block A)h3 inchNos10TO COLLECTION RMB/1/4PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountGeneral NotesRemoval for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, the contractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by Koperasi Pekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .AProvide all machines, labours, scaffolding, temporary works where necessary and carefully remove manually and or by machine of the following items from the existing building/structures including setting aside, multiple handling, transporting, stacking, storing at SO's designated storage site not exceeding 20km radius from site including dispatching from site and returning to site as required and such materials shall become the property of the Employer and be excluded from the credit/salvage valueSet Railing Tangga(2x4, 1x1, 1/2x1/2)Block Aa12ftNos24b6ftNos7Block Bc12ftNos20d8ftNos2Railing Walkway (2x4)Block Ae48ftNos12f20ftNos2g16ftNos1h8ftNos1j4ftNos1kBlock Bl12ftNos20m8ftNos2nPintu Kayu (2.5x7) at Menara Pekan RabuNos18pTangki Air (12x6 / 4x4) at Menara Pekan RabuNos2qMeja at Menara Pekan RabuNos8rPeti Besi (2.5x3) at Menara Pekan RabuNos2sSistem lif menara at Menara Pekan RabuNos1TO COLLECTION RMB/1/5PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountGeneral NotesRemoval for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, the contractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by Koperasi Pekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .AProvide all machines, labours, scaffolding, temporary works where necessary and carefully remove manually and or by machine of the following items from the existing building/structures including setting aside, multiple handling, transporting, stacking, storing at SO's designated storage site not exceeding 20km radius from site including dispatching from site and returning to site as required and such materials shall become the property of the Employer and be excluded from the credit/salvage valueaBumbung Zink ( 2.5 x 40ft) at Block ANos200Alat Pemadam Apib(ABC & CO2-9kg) at Block A & Block BNos41cKipas Siling at Block A & Block BNos44dCCTV at at Block A & Block BNos8ePA sistem at Block A & Block BNos5Set Meja MakanKedai makanf1 meja, 6 kerusi (2x5)Set18g1 meja, 4 kerusi (2x3)Set44hTong Sampah (660L/240L) at Block A & Block BNos17SpotlightiBlock ANos5jBlock BNos24Glass(kaca) \k4x4 at Menara Pekan RabuNos31lBumbung Atap Genting at Block BLSTO COLLECTION RMB/1/6PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountA

B

CELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LS

LSLSUTILITY MAPPINGAProvide manpower and equipment to carry out thenecessary utility mapping to locate all the undergroundservices and identify all affected sevices and upon completion of the services the contractor is to provide the SO with the utility plan to show all existing services at siteLSTERMINATING AND REINSTATEMENT OF EXISTING UTILITY SERVICESBLocate on Site, carefully shut down, turn-off, terminate,disconnect and seal up all existing live and/or dead surface and underground electric, water and any other utilities services supply lines prior to starting other works on Site, including pull down, grub up, remove from site and or divert, reinstate it if anyLSSHORINGCDesign a system, provide and erect shoring wherenecessary including obtaining approvals, permits, maintaining the shoring and clearing away the shoring and making good all work disturbed by the said shoringLSDEMOLITION OF EXISTING BUILDINGS/STRUCTURESDemolition of the following existing buildings and or structures including supply of all expertise, skills and general labours, special machineries, and tools for breaking up, cutting up, and hacking of buildings, structures into safe and transportable sizes complete where found necessary including all necessary excavation, multiple handling and disposal of excavated material, demolished materials to Contractor's own dump site off site and including all necessary costs for completion of works not measured separately elsewhereTO COLLECTION RMB/1/7PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountA

a

b

c

d

e

fELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LS

LSLS

LSNosNos105105AExisting One block of Block Aked (Block Aj. Including TNB substation inside/attached to the building of approximate overall size of width 45 metres x length 110 metres x height 20 metres including all structures within the boundaryaDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials offLSbDitto of all existing structures between ground beams and column stumps dittoLScDitto Column Stumps including excavation to expose structures cutting off reinforcement and removal off site all excavated materials and demolished materials off siteLSdDitto Pile Caps and Footings including excavation to expose structures, cutting of reinforcement and removal off site all excavated materials and demolished materials off siteLSeExtract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)Nos105fCutting up of existing piles at the required depth including excavate to expose, cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)Nos105TO COLLECTION RMB/1/8PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountA

a

b

c

d

e

fELEMENT NO. 1 - DEMOLITION WORK (Cont'd)AExisting One block of Block Aked (Block B, of approximate overall width 10 metres x length 110 metres x height 12 metres including all structures within the boundaryaDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials off siteLSbDitto of all existing structures between ground beams and column stumps dittoLScDitto Column Stumps including excavation to expose structures cutting off reinforcement and removal off site all excavated materials and demolished materials off siteLSdDitto Pile Caps and Footings including excavation to expose structures, cutting and of reinforcement and removal off site all excavated materials and demolished materials off siteLSeExtract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)Nos28fCutting up of existing piles at the required depth including excavate to expose,cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)Nos28TO COLLECTION RMB/1/9PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountELEMENT NO. 1 - DEMOLITION WORK (Cont'd)99AExisting One Nos Single Storey SurauaDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials off siteLSbDitto of all existing structures between ground beams and column stumps dittoLScDitto Column Stumps including excavation to expose structures cutting off reinforcement and removal off site all excavated materials and demolished materials off siteLSdDitto Pile Caps and Footings including excavation to expose structures, cutting of reinforcement and removal off site all excavated materials and demolished materials off siteLSeExtract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)Nos9fCutting up of existing piles at the required depth including excavate to expose, cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)Nos9BDismantle and remove off site complete existing external sewerage system complete including making good and any other necessary works and filling of voidsITEMCDismantle and remove off site complete existing external water recticulation system complete including making good and any other necessary works and filling in voids (if any)ITEMDDismantle and remove existing of site external surface water drainage complete including making good and any other necessary works.and filling in voids (if any)ITEMEProvide necessary temporary closure for pedestrian bridge including making good and any other necessary works including reinstatement upon completion of the works.ITEMFDismantle and remove complete from site all structures, steps, walkways, pavements, roads, etc not mentioned above but available at site within boundary including making good and any other necessary works and filling in voids (if any)ITEMTO COLLECTION RMB/1/10PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountCOLLECTIONB/1/1B/1/2B/1/3B/1/4B/1/5B/1/6B/1/7B/1/8B/1/9B/1/10TO SUMMARY RMB/1/11PART B - DEMOLITION WORKSItemDescriptionUnitQtyRateAmountSUMMARYPage No.1ELEMENT NO.1 - DEMOLITION WORKB/1/11B/S

&L&"Arial"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Arial"&7 A2/3

Sheet3ITEMDESCRIPTIONUNITQTYRATEAMOUNT (RM)AProtective EquipmentCD (9 (.0 CD CD D (0 CD CD CD CD1) Provision and maintenance of Personal ProtectiveLSEquipment to S.O/P.D staffs at site of adequate quantity and of approved quality. The equipment shall include but not be limited to the following:Safety bootsPairsSafety helmetsPcsFull Body Harness c/w Hook and Lankyard for workmen who work at heights more than 2m above ground levelPcsSafety / life lines for workmen who work at heights more than 2m above ground levelLSProtective glovesPairsSafety gogglesPairsSafety jackets of reflective typePcsEar plugs and muffsPairsGas masksSetDust masksPcsHead lampPcsLife jacketPcs(any additional... etc.)2) Provision and maintenance on the Site during theduration of the Works, of the adequate safetyequipment to be approved by the S.O/P.D asLSGas detectorsBreathing apparatusAir ventilation pumpsWarning lightsFire extinguishersHazard tapeSafety barriersBTraffic Management & Sic:nage(Please delete this item if Traffic Management Plan is existed in the contract already.)1)Provision and maintenance of adequate safety,traffic and warning signs and warning lights asstipulated in JKR Specification For OccupationalItemSafety And Health For Engineering ConstructionWorks.2)Provision and maintenance of traffic control and signage by competent persons where site is in close proximity of public road including provision offlagmen as stipulated in JKR Specification ForItemOccupational Safety And Health For EngineeringConstruction Works.To Collection RM


Sheet4FAK I AZ - UDL;UF'A I IUNAL SArt I Y AND I-ItAL 111ITEMDESCRIPTIONUNITQTYRATEAMOUNT (RM)ASafe Working Area:1) Supply erection, maintenance and removal oncompletion of the works, protective and securityhoarding as stipulated in JKR Specification ForLSOccupational Safety And Health For EngineeringConstruction Works.2)Supply, erection and dismantling of scaffolding,working platform with safety nettings (please delete where not applicable) by competent person(s) under the direct supervision of a designated person as stipulated in JKR Specification For OccupationalLSSafety And Health For Engineering ConstructionWorks.3)Submission of scaffolding design and workingplatform for works above 15m height certified by aLSProfessional Engineer for the approval of theS.O/P.D as stipulated in JKR Specification ForOccupational Safety And Health For EngineeringConstruction Works.4)Supply, erection, maintains and dismantling of catchplatform during demolition of structure or otherrelated exterior works at more than 12m height.LSSuch platform shall be designed by a ProfessionalEngineer and certified for safety prior to erection asstipulated in JKR Specification For OccupationalSafety And Health For Engineering ConstructionWorks.5)Supply erection, maintenance and removal of safety barricades / fencing / railing / screen / wire netting / toe board for maintaining safe working environmentLS(please delete where not applicable) during the6)Provision and maintenance of guardrails or board fences and temporary foot walks with adequate temporary overhead protection for public walkways and thoroughfares. (Please delete where notapplicable).LSTo Collection RM


Sheet5ITEMDESCRIPTIONUNITQTYRATEAMOUNT (RM)Safe Working Area (Cont'd)7)Cordoning off working area and provision of publiccontrol and safety measures where lifting operations, moving, shifting, transferring works are carried out outside the hoarded up area of the worksite as stipulated in JKR Specification ForLSOccupational Safety And Health For EngineeringConstruction Works.8)Measures to prevent the breeding of mosquitoes,houseflies, rats, insects and other dangerousanimals on the Site throughout contract period.LSASpecial Work ConditionAllow for Statutory Obligation including payment ofall fees and charges compliance with OccupationalSafety and Health requirements stated in laws,regulations and by-laws which are not includedelsewhere in this Bill of Quantities as stipulatedunder the Conditions of Contract and JKRSpecification For Occupational Safety AndHealth For Engineering Construction Works , details of which are to be particularized below:-1) Confined SpacesLSThe contractor shall ensure that closed tanks with restricted means of entry and exit, open manholes, trenches, pipes, flues, ducts, ceiling voids, enclosed rooms such as basements and other places where there is inadequate ventilation and/or the air is either contaminated or oxygen deficient, be tested before entry to determine that there are adequate levels of oxygen present, and that dangerous amounts of flammable and or poisonous gases are not present.(Proprietary meters are available).The contractor shall establish a safe work system for workers who will be carrying out their work in confined spaces.The contractor shall adopt an entry permit system, so as to ensure that employees and others are aware of the location of anyone required to enter confined spaces.To Collection RM

&L&"Arial"&8 PART A2 - OCCUPATIONAL SAFETY AND HEALTH&L&"Arial"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Arial"&7 A2/5

Sheet6ITEMDESCRIPTIONUNITQTYRATEAMOUNT (RM)SummaryOCCUPATIONAL SAFETY AND HEALTHFrom Page No. A2/1From Page No. A212From Page No. A2/3From Page No. A2/4To Grand Summary RM

&L&"Arial"&8 PART A2 - OCCUPATIONAL SAFETY AND HEALTH&L&"Arial"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Arial"&7 A2/5

Sheet7APPENDICES TO PRELIMINARIES

&R&"Garamond"&12 &UAPPENDIX 'B'&L&"Arial"&9 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH

Sheet8DAYWORKS RATESDaywork rates will only be used as a basis for payment when normal ratesfor supply and fix (as given above) are not applicable. No work shall be carriedout on Daywork basis except when ordered in writing by the SuperintendingOfficer.When work is so ordered the Contractor shall be paid Daywork prices plus15% which shall include for the use of all ordinary plant, tools and scaffolding,supervision, establishment charges and profit. Daywork prices shall be taken tomean the actual prime cost to the Contractor of his materials, transport and labourfor the work concerned.The Contractor shall produce for verification to the S.O. vouchers specifyingthe time and materials employed on the work. If required the Contractor shall alsoproduce his receipted bills and wages books in support of his accounts.When special mechanical plant is required for use on Daywork, the S.O.'sapproval must be obtained and the cost to be paid to the Contractor mustbe agreed before commencement of work: Only such plant that the S.O. hasaccepted as special mechanical plant before commencement of work will beconsidered for payment as special plant on Daywork basis.The cost of any materials supplied by the Government for use onDaywork shall not be taken into account when calculating the amount on whichthe 15% addition is based.Only time on work actually done will be allowed. A "Day" is considered tobe normal working day of 8 hours. Fractions of a day will be paid for "pro-rata".Rates for power driven tools are not included in the labour rates but chargesfor hand tools shall be deemed to be included.

&R&"Garamond"&12 &UAPPENDIX 'B'&C&"Bookman Old Style"&12 5

Sheet9APPENDIX 'A' (CONT'D)SCHEDULE OF BASIC PLANT CHARGES FOR USEIN CONNECTION WITH DAYWORKSThe Contract Rates for pl9nt in the Schedule of Dayworks shall apply to all plantwhether belonging to the Contractor or hired by him and shall cover all thecontractors obligations whatsoever in providing and maintaining such plant at theplace of work including operators, all fuel and lubricants, all ancillary equipmentnecessary for efficient operation and use of the plant grid overheads and profits.The Contract Rates for plant shall apply both to plant which is already available atsite and to plant brought to site especially for dayworks but in the latter case theContractor shall be paid his additional cost in transporting such plant to and fromthe site.The daily rates in the Schedule are not intended to establish minimum charges.The rates should be applied to the time during which the plant is actually engagedin daywork. The inclusion of an item of plant in the Schedule does not necessarilydeem nor indicate that the items is chargeable.Rates for other plant not included in the Schedule shall be settled at pricesreasonably related to the rates so included.NO.DESCRIPTIONUNITRATENote: Against each item of the following itemsof plant shall where applicable be entered the type, class, capacity or rating of the plant which the Contractor proposes to use.A.Tipping Vehicle:(i) 5 Tons and overDayB.(ii) 3 Tons and underDumper 1 cu. yd.,,,,C.Backhoe,,D.Air Compressor,,E.Pneumatic concrete breaker including tools and hoses.,,


Sheet10SECTION A2 - PRELIMINARIESLIST OF MATERIAL TOGETHER WITH QUANTITIES AND BASIC UNITCOST FOR THE PURPOSE OF TENDER EVALUATIONITEMNO.MATERIALSUNITTOTALESTIMATEDQUANTITYCONTRACTORUNIT COST1.CementBag2.SteelTon3.AggregateMC4.SandMC5.BrickPer 10006.TimberTon7.Roofing MaterialsMS8.Ceiling MaterialsMS9.Steel And Metal SectionsTon10.Plumbing Materialsa)MRb)MRc)NO.d)NO.11.Floor And Wall TilesMS12.Sanitary Fittingsa)NO.b)NO.c)NO.13.Ironmongerya)NO.b)NO.c)NO.14.GlassMS15.PaintMSI/We certify that this Schedule reflects the unit costing used in the submission ofthe tender and it is based on current prevailing market price available.Tenderer


Sheet111. EQUIPMENT AND FACILITIESThe Contractor shall provide the following facilities listed hereunder forthe use of the Superintending Officer (S.0) and / or his staff. Allequipment(s) provided for the facilities shall be new, local products andshall be delivered, tested and installed within a month of the issuance ofthe Letter Of Acceptance. The place of delivery and installation shall be asdirected by the S.O. The facilities provided shall be maintained by theContractor or his appointed agent throughout the contract period until theissuance of the Certificated of Practical Completion. Maintenance shallinclude all necessary monthly servicing according to manufacturersspecification and supply of accessories and consumables.The equipment(s) and facilities shall be in the custody of the Contractor atall times. Upon the issuance of the Certificate Of Practical Completion,the Contractor shall remove all equipment and facilities from its location.If the Contractor fails to provide or maintain any equipment(s) for thefacilities as listed hereunder, the Government shall have the right toprocure the equipment(s) from other sources or maintain it and allexpenses arising shall be borne by the Contractor and an appropriateadjustment shall be made to the Contract Sum.

&R&"Garamond"&12 &UAPPENDIX 'C'

Sheet12BAHAGIANB DEMOLITION WORKSPROJEK MEROBOH DAN MEMB NA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH

Sheet13ItemDescriptionUnitQtyRateAmountELEMENT NO. 'I - DEMOLITION WORKSGeneral NotesGenerally the site clearance and demolition works in this Bills of Quantities have not been measured in accordance to the Building SMM and or MyCESSMM

Unless otherwise stated all quantities are Fixed Quantities

In compliance with the Preliminaries, the Contractor shall be deemed to have visited and examined the Site and to have ascertained the nature, character and extent of the Works, local conditions, accessibility of the Site & locations and extent of the required dump sites.

The Contractor is referred to the items of Preliminaries and the Specifications regarding protection, watching and lighting, temporary scaffolding and hoardings and he will be held to have included for these provisions and for taking all necessary safety.

Prior to any demolition works, the contractor is responsible in obtaining all necessary approvals, permits from respective regulating agencies, statutority bodies etc, and including making payments, charges and or fees imposed by the respective related agencies.

The Contractor shall be held responsible for terminating, disconnecting and sealing off all existing services mains, electricity, water, telephone, etc. and applying for permits and approval and servicing all notices including paying all charges and fees due prior to termination works.

Prior to demolition works, the contractor shall carry out utilities mapping where necessary and provide temporally diversions and/or connections for the utilities affected by the demolition and during the construction of the new building.

Demolition works shall be held to include for breaking up all structures, debris, into safe handling and transportable sizes and removing them from Site to the Contractor's own dump including paying all dues, royalties etc.

Prior to any demolition works the contractor is to submit the method statement for all demolition works for approval of the SO. No works shall commence unless written approval is obtained from the SO and the relevant Authorities.TO COLLECTION RM

&C&"Tahoma"&7 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Verdana"&7 B/1/1

Sheet14ItemDescriptionUnitQtyRateAmountELEMENT NO. 1 - DEMOLITION WORK (CONT'D)General NotesThe pulling down, dismantling etc. for the following items aregenerally to be executed manually except where thedemolition of the major works requiring the use of mechanical equipment which will cause excessive vibration for which the prior approval of S.O/Authorities is required

When shorings, buttress, supports and temporary safety measures including protection are necessary in connection with the demolition of any particular section, portion or items of the Works, the Contractor is to allow for such contigencies in his demolition costs.

The contractor shall allow in the demolition costs provision at all time through the demolition works his own consultants, maintain the stability and integrity of the adjoining, adjacent and or nearby buildings, and or structures. The contractor shall provide/do whatever necessary to comply with such requirement including temporary supports, strutting and/or underpinning etc if it is required and so advice by his own consultants. In the event that the shop lots, structures and or buildings are damaged, the contractor shall repair and restored them to its original condition at his own costs.

All demolition works shall be held to include the handling and disposal of toxic and or or other dangerous materials if any

The contractor is to include in the rates and prices for site clearance and demolition works all cost in acquiring and obtaining permissions from Local Authorities and pay all fees in connection with the disposal dumpTO COLLECTION RM

&C&"Verdana"&7 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Verdana"&7 B/1/2

Sheet15ItemDescriptionUnitQtyRateAmountCO SD C.) "0 (1) _C E c 0.General NotesRemoval for Re-UseThe tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, thecontractor is to carry out a joint survey with the SO for thefollowing inventories on the assets to be dismantled anddelivered and stored at a storage designated by KoperasiPekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .Provide all machines, labours, scaffolding, temporary workswhere necessary and carefully remove manually and or lamachine of the following items from the existingbuilding/structures including setting aside, multiplehandling, transporting, stacking, storing at SO's designatedstorage site not exceeding 20km radius from site includingdispatching from site and returning to site as required andsuch materials shall become the property of the Employerand be excluded from the credit/salvage valueAir Conditioning Units1HP - 2.5 HP (at Pejabat Pengurusan)Nos71HP - 2.5 HP (Surau As-Siddiq)Nos31HP - 2.5 HP (Pejabat Operasi)Nos15HP -7HP (Menara Pekan Rabu)Nos63HP-5HP (Menara Pekan Rabu)Nos5Pam Kumbahan (Block A)Nos4D.B Board (Blaock A& B)Nos358Pam Air Bersih (Block A)Nos2Panel LV Board (low voltage) (Block A)Nos2ACV 800A (pemutus liter Udara) (Block A)Nos1Tiang lampu (Dataran Che Det)Nos28Pam Hose ReelBlock ANos2Block BNos2Tangki Air Bomba (Block B)NosGenerator Block( A & B)Block ANos1Block BNos1TO COLLECTION RM

&C&"Tahoma"&7 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Tahoma"&7 B/1/3

Sheet16ItemDescriptionUnitQtyRateAmountU "CS CD 4- -CGeneral NotesNos

NosNosNos

Nos Nos Nos Nos

NosNos50

83731

25 53 10 40

4010Removal for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, thecontractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by Koperasi Pekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .Provide all machines, labours, scaffolding, temporary workswhere necessary and carefully remove manually and or 12ymachine of the following items from the existingbuilding/structures including setting aside, multiplehandling, transporting, stacking, storing at SO's designatedstorage site not exceeding 20km radius from site includingdispatching from site and returning to site as required andsuch materials shall become the property of the Employerand be excluded from the credit/salvage valueRoller Shutter Kedai makan 6x8

Kedai Pekasam dan kuih4x86x88x8

Bangunan Fasa 2:6x8 8x8 5x8 8x10

GI BesiBlock A(2x4, 1x1)

GI Steel (Block A) 3 inchTO COLLECTION RM


Sheet17ItemDescriptionUnitQtyRateAmount< CO ..0 C.) "0General NotesRemoval for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, thecontractor is to carry out a joint survey with the SO for thefollowing inventories on the assets to be dismantled anddelivered and stored at a storage designated by KoperasiPekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .Provide all machines, labours, scaffolding, temporary workswhere necessary and carefully remove manually and or bymachine of the following items from the existingbuilding/structures including setting aside, multiplehandling, transporting, stacking, storing at SO's designatedstorage site not exceeding 20km radius from site includingdispatching from site and returning to site as required andsuch materials shall become the property of the Employerand be excluded from the credit/salvage valueSet Railing Tangga(2x4, 1x1, 1/2x1/2)Block A12ftNos246ftNos7Block B12ftNos208ftNos2Railing Walkway (2x4)Block A48ftNos1220ftNos216ftNos18ftNos14ftNos1Block B12ftNos208ftNos2Pintu Kayu (2.5x7) at Menara Pekan RabuNos18Tangki Air (12x6 / 4x4) at Menara Pekan RabuNos2Meja at Menara Pekan RabuNos8Peti Besi (2.5x3) at Menara Pekan RabuNos2Sistem lif menara at Menara Pekan RabuNos1TO COLLECTION RM


Sheet18ItemDescriptionUnitQtyRateAmountQ c4 0 4- 0) .0General NotesRemoval for Re-Use (Cont'd)The tenderers shall not include the following item/materials in the calculation of credit value arises from demolition works.All the said items/materials itemised below will be disposed by the Koperasi Pekan Rabu.However, prior to commencement of the work, thecontractor is to carry out a joint survey with the SO for the following inventories on the assets to be dismantled and delivered and stored at a storage designated by KoperasiPekan Rabu. The said inventory shall be recorded in the presence of the Koperasi Pekan Rabu's representative .Provide all machines, labours, scaffolding, temporary workswhere necessary and carefully remove manually and or ymachine of the following items from the existingbuilding/structures including setting aside, multiplehandling, transporting, stacking, storing at SO's designatedstorage site not exceeding 20km radius from site includingdispatching from site and returning to site as required andsuch materials shall become the property of the Employerand be excluded from the credit/salvage valueBumbung Zink ( 2.5 x 40ft) at Block ANos200Alat Pemadam Api(ABC & CO2-9kg) at Block A & Block BNos41Kipas Siling at Block A & Block BNos44CCTV at at Block A & Block BNos8PA sistem at Block A & Block BNos5Set Meja MakanKedai makan1 meja, 6 kerusi (2x5)Set181 meja, 4 kerusi (2x3)Set44Tong Sampah (660L/240L) at Block A & Block BNos17SpotlightBlock ANos5Block BNos24Glass(kaca) \4x4 at Menara Pekan RabuNos31Bumbung Atap Genting at Block BLSTO COLLECTION RM


Sheet19ItemDescriptionUnitQtyRateAmountA

B

CELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LS

LSLSUTILITY MAPPINGProvide manpower and equipment to carry out thenecessary utility mapping to locate all the undergroundservices and identify all affected sevices and upon completion of the services the contractor is to provide the SO with the utility plan to show all existing services at siteTERMINATING AND REINSTATEMENT OF EXISTINGUTILITY SERVICESLocate on Site, carefully shut down, turn-off, terminate,disconnect and seal up all existing live and/or dead surface and underground electric, water and any other utilities services supply lines prior to starting other works on Site, including pull down, grub up, remove from site and or divert, reinstate it if anySHORINGDesign a system, provide and erect shoring wherenecessary including obtaining approvals, permits, maintaining the shoring and clearing away the shoring and making good all work disturbed by the said shoringDEMOLITION OF EXISTING BUILDINGS/STRUCTURESDemolition of the following existing buildings and orstructures including supply of all expertise, skills andgeneral labours, special machineries, and tools forbreaking up, cutting up, and hacking of buildings, structuresinto safe and transportable sizes complete where foundnecessary including all necessary excavation, multiplehandling and disposal of excavated material, demolishedmaterials to Contractor's own dump site off site andincluding all necessary costs for completion of works notmeasured separately elsewhereTO COLLECTION RM

&C&"Tahoma"&7 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 B/1/7


a

b

c

d

e

fELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LS

LSLS

LSNosNos105105Existing One block of Block Aked (Block Aj. includingTNB substation inside/attached to the building ofapproximate overall size of width 45 metres x length110 metres x height 20 metres including all structureswithin the boundaryDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials off

Ditto of all existing structures between ground beams and column stumps ditto

Ditto Column Stumps including excavation to exposestructures cutting off reinforcement and removal off site all excavated materials and demolished materials off site

Ditto Pile Caps and Footings including excavation toexpose structures, cutting of reinforcement and removal off site all excavated materials and demolished materials off site

Extract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)

Cutting up of existing piles at the required depth including excavate to expose, cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)TO COLLECTION RM



a

b

c

d

e

fELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LSLS

LSLS

LSNosNos2828Existing One block of Block Aked (Block pi, ofapproximate overall width 10 metres x length 110metres x height 12 metres including all structureswithin the boundaryDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials off site

Ditto of all existing structures between ground beams and column stumps ditto

Ditto Column Stumps including excavation to exposestructures cutting off reinforcement and removal off site all excavated materials and demolished materials off site

Ditto Pile Caps and Footings including excavation toexpose structures, cutting and of reinforcement and removal off site all excavated materials and demolished materials off site

Extract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)

Cutting up of existing piles at the required depth including excavate to expose,cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)TO COLLECTION RM

&C&"Tahoma"&7 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 B/1/9


a

b

c

d

e

f

B

C

D

E

FELEMENT NO. 1 - DEMOLITION WORK (Cont'd)LSLSLSLS Nos Nos ITEM ITEM ITEM ITEM ITEM99Existing One Nos Single Storey SurauDemolition and removal of all structures and fittings, finishes and services all complete from ground beams including all necessary excavation to expose structures and removal off site all excavated materials and demolished materials off siteDitto of all existing structures between ground beams and column stumps dittoDitto Column Stumps including excavation to exposestructures cutting off reinforcement and removal off site all excavated materials and demolished materials off siteDitto Pile Caps and Footings including excavation toexpose structures, cutting of reinforcement and removal off site all excavated materials and demolished materials off siteExtract out existing piles in full length including excavation multiple handling and removing from site to contractor's own dumping ground (Provisional Quantities)Cutting up of existing piles at the required depth including excavate to expose, cutting and stripping of reinforcement, multiple handling and disposal of cut piles to the contractor's own dump site (Provisional Quantities)Dismantle and remove off site complete existing external sewerage system complete including making good and any other necessary works and filling of voidsDismantle and remove off site complete existing external water recticulation system complete including making good and any other necessary works and filling in voids (if any)Dismantle and remove existing of site external surface water drainage complete including making good and any other necessary works.and filling in voids (if any)Provide necessary temporary closure for pedestrian bridge including making good and any other necessary works including reinstatement upon completion of the works.Dismantle and remove complete from site all structures, steps, walkways, pavements, roads, etc not mentioned above but available at site within boundary including making good and any other necessary works and filling in voids (if any)TO COLLECTION RM

&C&"Bookman Old Style"&8 PART B - DEMOLITION WORKS&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Verdana"&7 B/&"Tahoma"1/&"Verdana"10

Sheet23Item Description Unit Qty Rate AmountCOLLECTIONB/1/1B/1/2B/1/3B/1/4B/1/5B/1/6B/1/7B/1/8B/1/9B/1/10TO SUMMARY RM


Sheet24Item Description Qty AmountSUMMARY Page No.1 ELEMENT NO. 1 - DEMOLITION WORK B/1/11TOTAL CARRIED TO GRAND SUMMARY RM

&C&"Tahoma"&7 PART B - DEMOLITION WORK&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 B/S

Sheet25GIAN CC PI ING WORKS AND DIAPHRAGM WAL

&L&"Arial"&9 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR&"Bookman Old Style"&3 , &"Arial"&9 KEDAH

Sheet26ItemDescriptionUnitQtyRateAmountELEMENT NO. 'I - BORE PILE(ALL PROVISIONAL)PILING WORKS (750MM DIAMETER)AMobilisation and Demobilisation of piling equipment and plant to siteItemBAllow for movement within siteItemInformationPayable pile length shall be measured from pile cut off level to pile toe levelBoring shall commenced from exising ground level until pile toe levelEmpty bore shall be backfilled with approved surplus material, say 5mPermissible verticality for bored pile is 1:75The work in this section comprisesInstallation of 750mm Diameter Bore Piles as perEngineer's drawingsPrices for testing of piles shall be deemed to include the provision of all pile testing equipment on site and dismantling and removing the same on completion of piling works and extension of pile section for testing if requiredCBoring through soil strata for 750mm diametervertical bored pile including provision of temporary steel casing and drilling fluid where required [40 No]M1,480DSteel bar reinforeement in bored pilesKG39,125EProvision and placement of Grade 40 (Tremie 2) concrete in 750mm diameter bored piles as specifiedM3566FDispose of surplus material boring operation away from siteM1,480GCut off surplus 750mm diameter bored pilesNo.40TO COLLECTION RM

&L&"Garamond"&9 PART C - PILING WORKS AND DIAPHRAGM WALL&L&"Garamond"&9 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Garamond"&9 C/1/1

Sheet27ItemDescriptionUnitQtyRateAmountELEMENT NO. 1 - BORE PILE (CONT'D)(ALL PROVISIONAL)PILING WORKS (1050MM DIAMETER)InformationPayable pile length shall be measured from pile cut off level to pile toe levelBoring shall commenced from exising ground level until pile toe levelEmpty bore shall be backfilled with approved surplus material, say 5mPermissible verticality for bored pile is 1:75The work in this section comprisesInstallation of 1050mm Diameter Bore Piles as perEngineer's drawingsPrices for testing of piles shall be deemed to include the provision of all pile testing equipment on site and dismantling and removing the same on completion of piling works and extension of pile section for testing if requiredABoring through soil strata for 1050mm diametervertical bored pile including provision of temporary steel casing and drilling fluid where required [50 No]M2,225BSteel bar reinforeement in bored pilesKG112,378CProvision and placement of Grade 40 (Tremie 2) concrete in 1050mm diameter bored piles as specifiedM31,710DDispose of surplus material boring operation away from siteM2,225ECut off surplus 1050mm diameter bored pilesNo.50Setting OutFAllow for setting out work to be executed by aITEMLicensed Surveyor including submission four (4) sets of records and submission to the Engineer four (4) sets of as-built piling survey drawingsTO COLLECTION RM

&L&"Tahoma"&7 PART C - PILING WORKS AND DIAPHRAGM WALL&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 C/1/2


B

C

D

E

F

G

H

JELEMENT NO. 1 - BORE PILE (CONT'D) (ALL PROVISIONAL)NO NO NO NO

NONO

NONO

ITEM11

1

1

2

2

95PILING WORKSPile TestingMaintained Load Test (MLT) on test pile includingprovision of all kentledge, hydrauic jack, load cells,dia gauges, temporary staging and equipmentrequired and all necessary attendance andsupervision during test period and removal uponcompletion. This is to include strengthening ofKentledge base to support blocks.Instrumented Load Test on 750mm diameterpreliminary bored pile to 2.0 times the pile working load (2.0 x WL =7720KN)Ditto but for 1050mm diameter diameter BP (2.0 x WL = 15600 KN)Non-instrumented load test on 750mm diameterSubsequent working pile to 2.0 times the pile working load (2.0 x WL = 7720 KN)Ditto but for 1050mm diameter Bored Pile (2.0 x WL = 15600 KN)To carry out PDA test on the following piles ,750mm diameter bored pile1050mm diameter bored pileTo carry out PIT test on the following piles ;750mm diameter bored pile 1050mm diameter bored pile Piling RecordAllow for preparation and submission of record of all piles (in 4 copies) duly signed by Contractor and Engineer's representative as the work proceedsTO COLLECTION RM


Sheet29ItemDescriptionUnitQtyRateAmountCOLLECTIONC/1/1C/1/2C/1/3BORE PILETO SUMMARY RM



B

C

D

E

F

G

H

K

LELEMENT NO. 2 - DIAPHRAGM WALLLSLS

LSLS

M3 M3 M3 M3 M2

M2M23,802

2522523,799

672

14,778662(ALL PROVISIONAL)GENERALShop construction drawings by specialist contractor (if any)Allow for mobilisation of all necessary equipment, plant and tools for their transportation to site, handling, assembling and erection and dismantling and removal off site on completionAllow for setting out of Bentonite pool / siloAllow for movement of plant and equipment about the site.EXCAVATION WORKSExcavate commencing from formation levels and pet outpart return, fill in and ram deposit and spread in making uplevels where directed within the site and remainder load andcart away from site :-Trench excavation for 600mm thick Diaphragm Wallmaximum depth not exceeding 30m deepTrench excavation for 600mm wide x 1000mm depth Capping BeamCONCRETE WORKSVibrated reinforced concrete Grade 35 as specified in :-Capping BeamVibrated reinforced concrete Grade 35-T2 as specified in :-600mm Thick for Diaphragm Wall FORMWORKSawn formwork as described :-J150mm Thick for Guide Wall (Temporary Wall)

600mm Thick for Diaphragm WallCapping BeamTO COLLECTION RM

&L&"Times New Roman"&8 PART C- PILING WORKS AND DIAPHRAGM WALL&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Times New Roman"&8 C/2/1

Sheet31ItemDescriptionUnitQtyRateAmountELEMENT NO.2 - DIAPHRAGM WALL (CONT'D)(ALL PROVISIONAL)REINFORCEMENTSupply and install High Yield Type 2 Deformed Bar to BS4449 (Grade 460MPa)ACapping Beam (T12)KG5,970BCapping Beam (T16)KG9,552C600mm Thick for Diaphragm Wall (T12)KG46,293D600mm Thick for Diaphragm Wall (T16)KG128,196E600mm Thick for Diaphragm Wall (T20)KG195,855GUIDE WALLFDesign and construct reinforced concrete temporary guidewalls including all necessary excavation, concrete,formworks and rebar and subsequent break out and removeM331(1 side only) upon completion of worksGSupply and install 150mm wide rubber waterstop toM784Diaphragm WallHTo allow temporary stop end to Diaphragm WallM1,176CUT OFFJCutt of top 600mm thick diaphragm wall to required levelM331TRIMMINGKTrimming or cleaning of exposed diaphragm wall internallyM22,016RECORDSLSubmission of records.LSDISMANTLEM10 T10-150 Dowel bar for connection between diphragm wall and Rate 100,000.00 basement slabs with Hilti RE-500LSTO COLLECTION RM

&L&"Tahoma"&7 PART C - PILING WORKS AND DIAPHRAGM WALL&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Tahoma"&7 C/2/2

Sheet32Item Description Unit Qty Rate AmountCOLLECTIONC/2/1C/2/2TO SUMMARY RM

&L&"Tahoma"&7 PART C - PILING WORKS AND DIAPHRAGM WALL&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 C/2/3

Sheet33ItemDescriptionUnitQtyRateAmountELEMENT NO.3 -TEMPORARY STRUTTINGTEMPORARY STRUTTINGATransport to site and demob off siteSupply of:BStrut UC 356 x 368 x 134 kg/m (ST1)KG150,750CStrut UC 254 x 254 x 73 kg/m (ST2)KG1,752DWaler UC 356 x 368 x 134 kg/m (CW)KG45,024ETie UC 254 x 254 x 73 kg/m (TB)KG6,497FKing Post UC 305 x 305 x 97 kg/m (KP)KG50,537GLaced UC 100 x 100 x 15 kg/mKG11,235Total Weight = 265.795 tons @ 266 MTHInstallation CostMT266JSupply of 10% of ms plate, splice plate and other accessoryMT26.6KDismantling CostMT266LInstallation of 12m long dummy pile for king post (40 nos)a. Bore 750mm diameter vertical hole (18m long point)M720b.High tensile road reinforcement in 750mm diameter DPKG6,942c.10mm diameter mild steel rod reinforcement in 750mm DPKG1,911d.Concrete for 750mm diameter DP (Dummy Pile)M468MSupply, install, dismantle & salvage of angle bracket tosupport waler beam & strut @ 2m c/c over 336mNo168NSupply, install, preload, dismantle, removal & salvage of hydraulic jackNo15PSupply and install shear key between wall and walerM336QInstallation of concrete packing between waler and wallM336RRemoval of concrete packing and shear keyM336STo cut off H300 king post No 130 39.0 5,070.00No39TAllow for submission of shop drawing by specialistcontractorLSTO COLLECTION RM

&L&"Verdana"&7 PART C- PILING WORKS AND DIAPHRAGM WALL&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Verdana"&7 C/3/1

Sheet34D - BUILDING WORKS

&L&"Arial"&9 PROJEK MEROBOH DAN ME BINA SEMULA KOMPLEKS PEKAN RABU, A OR SETAR, KEDAH

Sheet35GIAN Dl

&L&"Arial"&9 NA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH

Sheet36ItemDescriptionUnitQtyRateAmountB

C

D

E

F

G

H

J

K

LELEMENT NO.1 - WORK BELOW LOWEST FLOOR FINISHM3

M3M3

M3M3

M3 M3 M3 M3 M2 M219,433

147156

27114

66

5

5

1,9123,8243,824(WBLFF)GenerallyNOTE: All excavation are measured from formation level unless otherwise stated

Specification and General Labour ClauseFor description of materials and Workmanship and General Labour applicable to this Bill refer to Specification and Preambles

Excavation WorksExcavate commencing from formation levels and get out part return,fit in and ram deposit and spread in making up, levels where directedwithin the site and remainder load and cart away from site :-BasementMaximum depth not exceeding 6.00m deep Lift pit baseMaximum depth not exceeding 8.00m deep Ditto; 10.00m deepPile CapMaximum depth not exceeding 1.00m deep Ditto; not xeceeding 2.00m deepRetaining WallMaximum depth not exceeding 2.00m deep Sump WallMaximum depth not exceeding 2.00m deep Ramp beamMaximum depth not exceeding 1.00m deep Basement SlabMaximum depth not exceeding 1.00m deep FillingHardcore as described spread, levelled, well rammed andconsolidated, watered and blinded on top with sand to receiveconcrete including trimming base of excavation150mm Thick under basement slab

One layer of 0.25mm thick polythene sheet or other equal andapproved damp proof membrane as described and well lapped atjoints (measured nett and no allowance made for laps)Under basement slabTO COLLECTION RM

&C&"Arial"&6 PART D.1 - BASEMENT&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 D.1/1/5

Sheet37ItemDescriptionUnitQtyRateAmountELEMENT NO.1 - WORK BELOW LOWEST FLOOR FINISH(WBLFF) (Cont'd)Concrete WorksLean concrete Grade 15 blinding with surfaces finished level toreceive concrete including where necessary trimming base ofexcavationA50mm Thick under pile capM36B50mm Thick under lift pit baseM34C50mm Thick under retaining wallM32D50mm Thick under sump wallM3E50mm Thick under ramp beamM31F50mm Thick under basement slabM3191Vibrated reinforced concrete Grade 35 as described inPile capM3135GColumn stumps (Provisional)M319HLift pit baseM3120JRetaining wallM365KSump wallM35LRamp beamM35MBasment slab; exceeding 300mm thickM31,721NExtra Over for forming 300mm wide x 150mm deep scrupper drainM527Reinforcement bars M.S 146 hot rolled plain round mild steel asdescribed :-Ramp beamP10mm Diameter as stirrupsKG227Basement slabQ6mm Diameter as stirrupsKG318Reinforcement bars, M,S 146 hot rolled deformed high tensile steel asdescribed :-Pile capR10mm Diameter as binderKG1,083S16mm Diameter as main barsKG10,495Column stumps (Provisional)T10mm Diameter as tiesKG897U16mm Diameter as main barsKG916V20mm Diameter as main barsKG466TO COLLECTION RM


Sheet38ItemDescriptionUnitQtyRateAmountELEMENT NO.1 - WORK BELOW LOWEST FLOOR FINISH(WBLFF) (Cont'd)Concrete Works (Cont'd)Column stumps (Provisional) (Cont'd)A25mm Diameter as main barsKG2,110B32mm Diameter as main barsKG27,014Lift pit baseC16mm Diameter as binderKG1,203D25mm Diameter as main barsKG4,486E32mm Diameter as main barsKG6,193Retaining wallF12mm Diameter as main barsKG2,254G16mm Diameter as main barsKG6,164Sump wallH12mm Diameter as main barsKG235J16mm Diameter as main barsKG286Ramp beamK25mm Diameter as main barsKG681Basement slabL16mm Diameter as main barsKG197,551Sawn formwork as described :-MSides of pile capM2422NSides of lift pit baseM299PSides of Column stumps (Provisional)M2150QSides of Ramp beamM247To edges of basement slab; not exceeding 250mm highM26STo edges of basement slab; exceeding 250mm but not exceeding500mm highM567WaterproofingPrepare and apply of two coat approved flexible cemetitiouswaterproofing system including fiberglass mat reinforcement atjunction between slab and wall all applied in strict accordance with themanufacturer's instructions and recommendationsTTo lift pit base; laid to fallM270TO COLLECTION RM



B

C

D

F

GELEMENT NO.1 - WORK BELOW LOWEST FLOOR FINISHM

MM

M2M2

M2Item11312

11515

3,824(WBLFF) (Cont'd)Construction jointsApproved construction joint including waterstop as described andincluding all necessary formwork, grouting tubes and etc.Horizontal joint in 450mm thick basement slab with approvedwaterstop

Horizontal joint in 300mm thick retaining wall with approved waterstop Horizontal joint in 300mm thick sump wall with approved waterstop Polysterene boardApproved polysterene board fix into position including all necessaryfixing accessoriesSides of retaining wall Sides of sump wallAnti Termite TreatmentGround treatment against subterranean termites using termiticideschemical soil treatment approved py Pesticide Board of Malaysia.including providing not less than twenty (20) years written guarantee :-Prepare and apply '4 stage' anti - termite treatment to a concentration of 4 gallons per ten square feet to base and sides of pile cap, sides of beams, sides of column stump, apron, on hardcore and borders and to be carried out by an approved soil treatment specialist to progressively accommodate the construction works or in sections all to the approval by the S.0SundriesAllow for forming all necessary services pipe openings in concrete as per the approved M&E Engineers drawings, make good any defects all to the entire satisfaction by the S.O'sTO COLLECTION RM


Sheet40ItemDescriptionUnitQtyRateAmountCOLLECTIOND.1/1/1D.1/1/2D.1/1/3D.1/1/4WORK BELOW LOWEST FLOOR FINISH (WBLFF)TO SUMMARY RM



B

C

D

E

F

G

H

J

KELEMENT NO. 2 - APRON, RAMP & PERIMIETER DRAINM3

M2M

M2

M3

M3M3M2

MM34 78 39 78 5

2914157

3939GenerallyNOTE: All excavation are measured from formation level unless otherwise stated

Specification and General Labour ClauseFor description of materials and Workmanship and General Labour applicable to this Bill refer to Specification and Preambles

Excavation WorksExcavate commencing from formation levels and get out part return,fill in and ram deposit and spread in making up levels where directedwithin the site and remainder load and cart away from site :-Non suspended ramp slabMaximum depth not exceeding 1.00m deep FillingHardcore as described, spread, levelled, well rammed andconsolidated, watered and blinded on top with sand to receiveconcrete including trimming base of excavation200mm Thick under non suspended ramp slab

Handpacking hardcore to form the battering faces in 350mm high under non suspended ramp slab

One layer of 0.25mm thick polythene sheet or other equal andapproved damp proof membrane as described and well lapped atjoints (measured nett and no allowance made for laps)Under non suspended ramp slab Concrete WorksLean concrete Grade 15 blinding with surfaces finished level toreceive concrete including where necessary trimming base ofexcavation50mm Thick under non suspended ramp slab

Vibrated reinforced concrete Grade 35 as described inNon suspended ramp slab

Suspended ramp slab

Extra Over for forming 25mm wide x 25mm deep groove lineExtra Over for forming 150mm wide x 50mm deep scrupper drain onnon suspended ramp slab

Extra Over for forming 75mm wide x 25mm deep scrupper drain onsuspended ramp slabTO COLLECTION RM

&C&"Arial"&6 PART D.1 - BASEMENT&L&"Arial"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Verdana"&7 D.1/2/1


B

C

D

E

G

HELEMENT NO. 2 - APRON, RAMP & PERIMIETER DRAINKGKG

KGKG

M2M

MM25341,176

5341,408

7855

9478(CONT'D)Concrete Works (Cont'd)Reinforcement bars M.S 146 hot rolled deformed high tensile steel asdescribed :-Non suspended ramp slab10mm Diameter as main bars 12mm Diameter as main bars Suspended ramp slab10mm Diameter as main bars 12mm Diameter as main bars Sawn formwork as described :-Soffit of suspended ramp slab

To edges of suspended ramp slab; not exceeding 250mm high

To edges of non suspended ramp slab; exceeding 250mm but not exceeding 500mm high

Anti Termite TreatmentGround treatment against subterranean termites using termiticideschemical soil treatment approved k Pesticide Board of Malaysia.including providing not less than twenty (20) years written guarantee :-Prepare and apply '4 stage' anti - termite treatment to a concentration of 4 gallons per ten square feet to base and sides of apron slab, on hardcore and borders and to be carried out by an approved soil treatment specialist to progressively accommodate the construction works or in sections all to the approval by the S.0TO COLLECTION RM

&C&"Verdana"&6 PART D.1 - BASEMENT&L&"Verdana"&6 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAHD.112/2

Sheet43PART - BASEMENTItemDescriptionUnitQtyRateAmountCOLLECTIOND.1 /2/1D.1/2/2APRON, RAMP & PERIMIETER DRAINTO SUMMARY RM

&L&"Times New Roman"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Times New Roman"&7 D.1/2/3

Sheet44ItemDescriptionUnitQtyRateAmountELEMENT NO.3 - FRAMEConcrete WorksVibrated reinforced concrete Grade 35 as described inAStiffenerM37BIsolated columnM3240CStaircase columnM31DSuspended floor beamM3136ELift wallM3230FParapet wallM316Ramp wallM310Reinforcement bars, M.S 146 hot rolled plain round mild steelas described :-StiffenerH6mm Diameter as tiesKG312Isolated ColumnJ6mm Diameter as tiesKG91K10mm Diameter as tiesKG13,908Staircase ColumnL10mm Diameter as linksKG141Suspended floor beamM10mm Diameter as stirrupsKG9,005Lift WallA8mm Diameter as stirrupsKG1,198Reinforcement bars M.S 146 hot rolled deformed high tensilesteelStiffenerP12mm Diameter as main barsKG941Isolated columnQ16mm Diameter as main barsKG7,068R20mm Diameter as main barsKG3,318S25mm Diameter as main barsKG2,718T32mm Diameter as main barsKG73,117TO COLLECTION RM

&C&"Bookman Old Style"&8 PART DA - BASEMENT&L&"Bookman Old Style"&8 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Times New Roman"&9 D.1/3&"Garamond"&9 /&"Times New Roman"&9 2

Sheet45ItemDescriptionUnitQtyRateAmountELEMENT NO. 3 - FRAME (CONT'D)Concrete Works (Cont'd)Staircase ColumnA12mm Diameter as main barsKG36B16mm Diameter as main barsKG268Suspended floor beamC12mm Diameter as main barsKG150D16mm Diameter as main barsKG86E20mm Diameter as main barsKG2,057F25mm Diameter as main barsKG8,71032mm Diameter as main barsKG11,638Lift wallH12mm Diameter as main barsKG20,406J16mm Diameter as main barsKG18,058K20mm Diameter as main barsKG613Parapet wallM10mm Diameter as main barsKG391N12mm Diameter as tiesKG3,062Ramp wall010mm Diameter as main barsKG375P12mm Diameter as tiesKG799TO COLLECTION RM

&C&"Bookman Old Style"&8 PART DA - BASEMENT&L&"Bookman Old Style"&8 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&"Times New Roman"&9 D.1/3&"Garamond"&9 /&"Times New Roman"&9 2

Sheet46ItemDescriptionUnitQtyRateAmountELEMENT NO. 3 - FRAME (CONT'D)Concrete Works (Cont'd)Sawn formwork as described :-ASides of stiffenerM2172BSides of isolated columnM21,924CSides of Staircase ColumnM220DSides and soffit of suspended floor beamM2584ESides of lift wallM22,087FOpen boxing size 2050mm x 1100mm for door liftNO22GSides of parapet wallM2211HSides of ramp wallM296WaterproofingPrepare and apply of two coat approved flexible cemetitiouswaterproofing system including fiberglass mat reinforcement atjunction between slab and wall all applied in strict accordancewith the manufacturer's instructions and recommendationsJTo basementM22,071KTo lift pit wallM250Construction jointsApproved construction joint including waterstop as describedand including all necessary formwork, grouting tubes and etc.Horizontal joint in 300mm thick basement wall with approved waterstopM331SundriesMAllow for opening in floors, beam, wall, etc. including additionaltrimmer bars, pipe sleeves, sealing opening on completionaround services pipe etc. with approved fire stop sealingcompound or approved non shrink grout all carried out to theS.O's approvalItem1NAllow for sealing opening in ducts around pipes, etc. withcement grout all carried out to the S.O's approval andsatisfactionItem1TO COLLECTION RM

&C&"Arial"&7 PART D.1 - BASEMENT&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 D.1/3/4

Sheet47ItemDescriptionUnitQtyRateAmountCOLLECTIOND.1/3/1D.1/3/2D.1/3/3FRAMETO SUMMARY RM

&C&"Arial"&7 PART D.1 - BASEMENT&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 D.1/3/4

Sheet48ItemDescriptionUnitQtyRateAmountELEMENT NO. 4 - UPPER FLOORConcrete WorksVibrated reinforced concrete Grade 35 as described inASuspended floor slabM3429BExtra Over for forming 300mm wide x 150mm deep scrupperdrainM223Reinforcement bars, M.S 146 hot rolled plain round mild steelas described :-Suspended floor slabC6mm Diameter as stirrupsKG283Reinforcement bars, M.S 146 hot rolled deformed high tensilesteel as described :-Suspended floor slabD16mm Diameter as main barsKG93,812Sawn formwork as describedESoffit of suspended floor slabM21,343FTo edges of suspended floor slab; not exceeding 250mm highM12SundriesGAllow for opening in floors, beam, wall, etc. including additionaltrimmer bars, pipe sleeves, sealing opening on completionaround services pipe etc. with approved fire stop sealingcompound or approved non shrink grout all carried out to theS.O's approvalItem1HAllow for sealing opening in ducts around pipes, etc. withcement grout all carried out to the S.O's approval andsatisfactionItem1TO COLLECTION RM

&C&"Tahoma"&7 PART D.1- BASEMENT&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 D.1/4/2

Sheet49ItemDescriptionUnitQtyRateAmountCOLLECTIOND.1/4/1UPPER FLOOR CONSTRUCTIONTO SUMMARY RM

&C&"Tahoma"&7 PART D.1- BASEMENT&L&"Tahoma"&7 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&7 D.1/4/2

Sheet50m Description Unit Qty Rate AmountELEMENT NO. 5 - STAIRCASE CONSTRUCTIONConcrete WorksVibrated reinforced concrete Grade 35 as described:-Landing Beam M3 1Landing Slab M3 7Staircase M3 13Reinforcement bars, M.S 146 hot rolled plain round mild steelLanding Beam) 10mm Diameter as stirrups KG 29Reinforcement bars, M.S 146 hot rolled deformed high tensilesteel:-Landing Beam10mm Diameter as main bars KG 5F 12mm Diameter as main bars KG 17i 20mm Diameter as main bars KG 26Landing SlabH 10mm Diameter as main bars KG 35912mm Diameter as main bars KG 1,025Staircase10mm Diameter as main bars KG 38812mm Diameter as main bars KG 1,076TO COLLECTION RMJL

&C&"Tahoma"&8 PART D.1 - BASEMENT&L&"Tahoma"&8 PROJEK MEROBOH DAN MEMBINA SEMULA KOMPLEKS PEKAN RABU, ALOR SETAR, KEDAH&R&"Tahoma"&8 D.1/5/5

Sheet51ItemDescriptionUnitQtyRateAmountELEMENT NO 5 - STAIRCASE CONSTRUCTION (CONT'D)Concrete Works (Cont`c1)Sawn formwork as described:-ASides and soffit of landing beamM29BSoffit of landing slabM251CSoffit of staircase flightM260DTo undercut riser; 150mm HighM149ETo undercut riser; 164mm HighM50FTo sides of staircase stringer 125mm (minimum) and 200mmM80(maximum) wide including cutting to profile to tread and riserStaircase FinishesPaving WorksCement and sand (1:3) finished with a steel trowelG19mm Thick to landing slabM251HTo tread; 225mm WideM127JDitto; to tread; 260mm WideM72KTo riser; 150mm HighM149LDitto;to riser; 164mm HighM50MExtra Over for nosing tile; 20mm WideM199TO COLLECTION RM



B

C

E

F

G

H

J

K

L

MELEMENT NO. 5 - STAIRCASE CONSTRUCTION (CONT'D)M2M2M2

M

M2M2M2

M

M2 M2 M2 M95160

80

95160

80

9

516080Staircase Finishes (Cont'd)Plastering WorksApproved cement based skim coat plaster system to concretesurfaces consisting of one base coat and finishing coatincluding preparing, gridding, and patching joints and undulatingsurfaces, trowelled smooth all in accordance with themanufacturer's instructions and recommendations internallyTo sides and soffit of landing beam To soffit of landing slabTo soffit of staircase flightTo sides of open stringer 125mm (minimum) and 200mm (maximum) widePainting WorksPrepare and apply one sealer coat of alkali-resisting primer andtwo coats of supermatt standard colour or equivalent internallyon surfaces of:-To sides and soffit of landing beam To soffit of landing slabTo soffit of staircase flightTo sides of open stringer 125mm (minimum) and 200mm (maximum) wide

Painting WorksPrepare and apply one sealer coat of alkali-resisting primer andtwo coats of supermatt standard colour or equivalent internallyon surfaces of:-To sides and soffit of landing beam To soffit of landing slabTo soffit of staircase flightTo sides of open stringer 125mm (minimum) and 200mm (maximum) wideTO COLLECTION RM



B

C

DELEMENT NO. 5 - STAIRCASE CONSTRUCTION (CONT'D1MM

MM4659

335Meta!worksHandrail constructed stainless steel oval extruded hollowsection as per manufacturer details and instructions and all asper Drawing No.No.AA/K12/KPLKS(PR)/371/DD-ST1-ST101200mm high Handrail (Overall)1200mm high Handrail; on rake (Overall)Mild steel railing and balustradinq constructed stainless steeloval handrailing, 38m x 6mm thick mild steel plate balusterwelded to mild steel railing post at every 1625mm centres,complete with mild steel post constructed of 75mm x 12mmthick mild steel plate with angle shape twin railing postalternately welded together to 75mm x 12mm mild steelbracing, intermediate mils steel post constructed of 75mm x12mm thick mild steel plate, horizontal railing in 7 nos in size of38mm x 6mm thick mild steel plate in 109mm to 135mmcenters all welded together and bolted to concrete floorstructure with 12mm thick mild steel plate and including allnecessary painting to surface of metalworks and all as permanufacturer accordance with the manufacturer's instructionsand recommendations and all as per Drawing No.AA/K12/KPKLS(PR)/371/DD-RL-01-041200mm high Handrail and balustrade (Overall) 1200mm high Handrail and balustrade; on rake (Overall)TO

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