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PROJECT: MENAIK TARAF MASJID ABU UBAIDAH AL-JARRAH - BILL D - STRUCTURAL REHABILITAION WORKS
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ITEMDESCRIPTIONUNITQTY RATE AMOUNT
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 (RM) (RM)
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Note : All quantities are provisional
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1.0Preliminaries
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1.1Mobilisation and demobilisation of :L.Sum 15,000.00
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a.) Labour
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b.) Machinery
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c.) Equipment
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d.) Accessories
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e.) Delivery of materials
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f.) Other items necessary for the proper execution of the works.
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1.2Allow for provision of all necessary insurances such as:L.Sum 7,000.00
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a.) Contractor All Risks & Third Party Liabilities (by Client)
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b.) Workmen compensation,
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c.) CIDB Levy
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d.) SOCSO to comply with the Contract to construct the work.
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1.3Comply with all safety, health and welfare regulations pertainingL.Sum 5,000.00
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to work site and all personnel employed thereon including:
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a.) PPE
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b.) Life saving and first aid equipment 88,000.00 8.0%
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c.) Welfare facilities
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1.4
Site management including site supervision, coordination and
L.Sum 3,000.00
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attendance during progress site meetings throughout the duration
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of the Contract
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1.5Provision of transportation & accomodation for workmen to andL.Sum 23,000.00
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from site
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1.6Prepare and submit reports upon completion of work.L.Sum 2,000.00
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1.7Daily Housekeeping including removal of debris to nearest dumping area, site clearance upon completion of workL.Sum 3,000.00
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1.8
Hoisting of material and equipment with mobile crane, chain block,
L.Sum by client
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forklift and etc
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1.9Temporary water & power supply for the works L.Sum by client
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 58,000.00
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TOTAL AMOUNT (RM) : 88,000.00
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PROJECT: MENAIK TARAF MASJID ABU UBAIDAH AL-JARRAH - BILL D - STRUCTURAL REHABILITAION WORKS
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ITEMDESCRIPTIONUNITQTY RATE AMOUNT
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 (RM) (RM)
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STRUCTURAL AND NON-STRUCTURAL REPAIR WORKS (ALL PROVISIONAL)
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Notes:m2
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This Bills is to read in conjunction with The Visual Condition Survey and Defect Mapping Report conducted by the Contractor based on TUB- 10/2025 and related documents. All preliminaries in conjunction to works shall be identified and estimated 30,000.00 0.5653571.42857
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The Contractor shall visit the site, inspect the existing premises and satisfy himself as to the nature and extent of the works and also the working conditions to be encountered. No claims for extra payment in this respect will be entertained
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Rates to include supply all the necessary labours, materials, tools, safety measures, temporary access and supervision
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Rate to include identifying and marking the defective areas and making good of any damages; including reinstatement of finishes or repainting matching existing finishes to the satisfaction and approval of S.O.
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All works shall be stricly in compliance to Specifications provided and/or product Manufacturer's Instruction (hereinafters referred "as specified") and to the approval of the Superintending Officer. (hereinafter referred as "the S.O.")
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STRUCTURAL REPAIR WORKS
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To carry out structural crack repair works as per  drawing no: JKR/CKAS/P/08/IP/19/02/01 and  Specification of Concrete Crack Repair JKR  20601-0250-18 
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For cracks less than or equal to 0.3mm widthM3008024000
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For cracks ranging from 0.3mm to 3.0mm widthM300180540000.56321.4285714
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TOTAL AMOUNT (RM) : 78,000.00
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PROJECT: MENAIK TARAF MASJID ABU UBAIDAH AL-JARRAH - BILL D - STRUCTURAL REHABILITAION WORKS
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ITEMDESCRIPTIONUNITQTY RATE AMOUNT
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 (RM) (RM)
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STRUCTURAL AND NON-STRUCTURAL REPAIR WORKS (ALL PROVISIONAL)
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To carry out patch repair works by hand patching  for areas less than or equal to 0.5 m2 and  maximum depth of 30mm or half of main  reinforcement bar diameter
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APrepare concrete surface and reinforcement and to carry out repair works by applying patch repair mortar and testing as per drawing no: JKR/CKAS/P/08/IP/19/03/01 and Specification of Concrete Patch Repair JKR 20601-0254-19 M215045067500
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To carry out repair works by pressure grouting for  areas more than 0.5 m2 
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BPrepare concrete substrate and steel reinforcement and to carry out repair as per drawing no: JKR/CKAS/P/08/30/PEL/22/02/01 and Specification For Concrete Repair Using Formwork Pressure Grouting & Free Flow Formed Concrete JKR 20601-0261-20 M2250910227500
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CReplace all existing reinforcements which has lost more than or equal to 10% of the cross sectional areas with new similar reinforcement to BS 4449 including cutting, bending, required lapping length and required welding length or other approved means to the approval of the S.O. KG200102000
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i) 16mm dia. steel bars
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ii) 12mm dia. steel bars
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iii) 10mm dia. steel bars
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iv) 8mm dia. steel bars
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v) 6mm dia. steel bars
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To carry out repair works using free flow method 
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DPrepare concrete substrate and steel reinforcement and to carry out repair as per drawing no: CKASJ.BFSJ/SRD/2012/05 and Specification For Concrete Repair Using Formwork Pressure Grouting & Free Flow Formed Concrete JKR 20601-0261-20 M2600910546000
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TOTAL AMOUNT (RM) : 843,000.00
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PROJECT: MENAIK TARAF MASJID ABU UBAIDAH AL-JARRAH - BILL D - STRUCTURAL REHABILITAION WORKS
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ITEMDESCRIPTIONUNITQTY RATE AMOUNT