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					                                                           BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT          :      LOW COST HOUSING SCHEME                         PAGE NO         : 1 OF 46

     CONTRACT NO:                                                                       PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO     OPERATION           QUANTITY           METHOD            SEQUETIAL OPERATION /      PLANT &              OUTPUT   DURATION
                                                                      DIAGRAM             MANPOWER

1    Level surveying                  1. Refering to plan.                              1 land surveyor                  2 hours
     works and point for              2. Find the right point
     house and pad                       for pad foundation.                            2 surveyor
     foundation                       3. Remarks the point                                assistant
                                         with piket .
                                                                                        1 supervisor

                                                                                        teodolite, , record
                                                                                        instrument, tripod
                                                                                        and etc.
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                  PAGE NO         : 2 OF 46

     CONTRACT NO:                                                                           PREPARED BY: MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION         QUANTITY            METHOD                SEQUETIAL OPERATION /      PLANT &              OUTPUT      DURATION
                                                                          DIAGRAM             MANPOWER

2    Excavation for pad   11 M.C      1. 1 backhoe excavate at                              1 backhoe and        0.13 /2        0.72 hours
     foundation not                      each point at pad                                  operator             0.065 h/mc x
     exceeding 1.5 m                     foundation.                                                             11mc
     deep.                            2. Excavate, get out part                             1 surveyor.          =0.72hour
                                         return, fill in and ram,
                                         deposit and spread in                              1 assistant.
                                         making up levels
                                         where directed and
                                         remainder laod and
                                         cart away from site.
                                      3. Land surveyor must
                                         supervise the work so
                                         excavation works are
                                         at the right pad footing
                                         foundation.
                                                     BUILDING DEPARTMENT
                                                  METHOD STATEMENT FORM


     PROJECT / CONTRACT:    LOW COST HOUSING SCHEME                                 PAGE NO        : 3 OF 46

     CONTRACT NO:                                                                   PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY          METHOD              SEQUETIAL OPERATION /      PLANT &             OUTPUT          DURATION
                                                                  DIAGRAM             MANPOWER

3    Lean concrete     10 M.S    1. Before formwoks                                 1 skilled worker    10 m.s x           0.7h/mc x
     works                          installation, lean                                                  0.025m             0.25
                                    concrete gred 15 will                           1 unskilled         =0.25mc            =0.175 hour
                                    be pour.                                        worker              Lifting,carrying
                                 2. The lean concrete                                                   & compacting
                                    will compact with the                           Concrete mixer      1 person
                                    thickness of 25mm.                                                  =1.4h/mc
                                                                                                        2 person
                                                                                                        =0.7h/mc
                                                           BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:             LOW COST HOUSING SCHEME                              PAGE NO        : 4 OF 46

     CONTRACT NO:                                                                         PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY           METHOD             SEQUETIAL OPERATION /      PLANT &             OUTPUT         DURATION
                                                                        DIAGRAM             MANPOWER

4    Formwork                9 M.S      1. Plywood will be cut                            Hammer              Labour constant   0.13 h x 9ms
     installation for pad                  by referring to the                                                1 person          =1.17 hours
     foundation.                           pad foundation plan.                           Nails               0.75h/ms
                                        2. Then it support with                                               6 person
                                           hardwood an                                    3 carpenter         0.13 h/ms
                                           plywood.
                                                                                          3 unskill worker
                                                          BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                               PAGE NO        : 5 OF 46

     CONTRACT NO:                                                                       PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY          METHOD            SEQUETIAL OPERATION /      PLANT &             OUTPUT          DURATION
                                                                      DIAGRAM             MANPOWER

5    Reinforcement           105 KG    10mm diameter and 6mm                            3 barbender         Cutting &          0.003h/kg x
     installation for pad     40 KG    reinforcement used for                                               bending =          339kg
     foundation and          144 KG    pad foundation.                                  3 unskill worker    labour constant
     column stump.            50 KG    1. Bend rebar will be                                                1 person           =1.1 hour
                                            gather together .                           Leveling            0.02h/kg
                                                                                        instrument          6 person           0.003 h/kg x
                                       2. Spacer will be used                                               =0.003h/kg         339kg
                                          in formwork that                              spirit level
                                          produce a gap                                                                        =1.1 hour
                                          between                                       Nylon thread        Fixing steel bar
                                          reinforcement and                                                 1 person           =2.2 hours
                                          formwork between                              Cutting machine     0.02h/kg
                                          25mm to 50mm.                                                     6 person
                                                                                        Bending machine     =0.003 h/kg
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                  PAGE NO       : 6 OF 46

     CONTRACT NO:                                                                           PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION         QUANTITY            METHOD                SEQUETIAL OPERATION /      PLANT &            OUTPUT          DURATION
                                                                          DIAGRAM             MANPOWER

6    Concreting work       2 M.C      Using ready mix concrete                              1 concreter        Lifting,carrying   0.35 h/mc x
     for pad foundation               Gred 20.                                                                 and compacting     2mc
                                      1. Inspection of                                      3 unskilled        1person            =0.70 hour
                                         reinforcement in                                   worker             =1.4 h/mc
                                         formwork.                                                             4 person
                                      2. Bucket will be used                                Ready mix          =0.35h/mc
                                         lifting the concrete ti                            concrete
                                         the foundation.
                                      3. The concrete will be                               Concrete
                                         pour down at the pad                               operator
                                         foundation.
                                      4. Vibrator will be used to                           Crane
                                         vibrate the concrete.
                                                                                            Crane operator

                                                                                            Vibrator

                                                                                            Scoop
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:            LOW COST HOUSING SCHEME                                PAGE NO        : 7 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION          QUANTITY            METHOD              SEQUETIAL OPERATION /      PLANT &              OUTPUT      DURATION
                                                                         DIAGRAM             MANPOWER

7    Removing the           9 M.S      1. Formwork will be                                 4 unskilled labour   Removing       Removing
     formwork of pad                      removed after 3 days                                                  formwork       formwork
     foundation and anti                  of concreting.                                                        1 person       =0.08 h/ms x
     termite spray.                    2. Pad foundation will be                                                =0.5h/ms       9ms
                                          sprayed with anti                                Hammer               6 person       =0.72 hour
                                          termite.                                                              =0.08 h/ms
                                       .
                                                                                                                Anti termite   Anti termite
                                                                                                                1 person       =0.1h/ms x
                                                                                                                =0.1 h/ms      9ms
                                                                                                                               =0.9 hour

                                                                                                                               =1.62 hours
                                                           BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                 PAGE NO          : 8 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY               METHOD               SEQUETIAL OPERATION /      PLANT &               OUTPUT         DURATION
                                                                         DIAGRAM             MANPOWER

8    Installation of       8 M.S      The installation of stump                            3 carpenter           Labour constant   0.13 h/ms x
     formwork for                     formwork will be done                                                      1 person          8 ms
     stump                            after concreting of pad                              3 unskilled           =0.75h/ms         =1.04 hour
                                      foundation.                                          workers
                                                                                                                 6 person
                                      1. Spacer block will be                              Hammer                =0.13 h/ms
                                         tied at stump rebar.
                                      2. After that the formwork                           Spirit level
                                         will be installed.
                                                                                           2.5 inch nails
                                                        BUILDING DEPARTMENT
                                                      METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                PAGE NO       : 9 OF 46

     CONTRACT NO:                                                                     PREPARED BY : MIGTY 8 CONS. SDN. BHD.

NO      OPERATION       QUANTITY           METHOD             SEQUETIAL OPERATION /      PLANT &            OUTPUT          DURATION
                                                                    DIAGRAM             MANPOWER

9    Concreting for      0.4 M.C   Concreting work using                              1 concreter        Lifting,carrying   0.35 h/mc x
     work for stump .              gred 20 ready mix                                                     and compacting     0.4 mc
                                   concrete .                                         3 unskilled        1 person           =0.14 hour
                                   1. concrete will be lift                           workers            =1.4h/mc
                                      using crane and                                                    4 person
                                      bucket.                                         Ready mix          =0.35h/mc
                                   2. The concrete will be                            concrete
                                      pour down.
                                   3. Vibrator will be used                           Concrete
                                      the compact the                                 operator
                                      concrete.
                                                                                      Crane

                                                                                      Crane operator

                                                                                      Vibrator

                                                                                      Scoop
                                                         BUILDING DEPARTMENT
                                                      METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                            PAGE NO       : 10 OF 46

     CONTRACT NO:                                                                     PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY               METHOD           SEQUETIAL OPERATION /      PLANT &            OUTPUT    DURATION
                                                                    DIAGRAM             MANPOWER

10   Removing of           8 M.S      Removing formwork for                           Hammer            Removing      0.125 h/ms x
     formwork for                     stump after 2 days of                                             formwork      8ms
     stump.                           concreting.                                     4 unskilled       1 person      = 1 hour
                                                                                      worker            =0.5h/ms
                                                                                                        4 person
                                                                                                        =0.125 h/ms
                                                           BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT:        LOW COST HOUSING SCHEME                            PAGE NO        : 11 OF 46

     CONTRACT NO:                                                                  PREPARED BY : MIGHTY 8 CONS SDN. BHD.

NO      OPERATION         QUANTITY           METHOD                SEQUETIAL OPERATION /      PLANT &          OUTPUT      DURATION
                                                                         DIAGRAM             MANPOWER

11   Back filling works              Backfilling works done till                           Backhoe                         1 hour
     for pad foundation              the level of ground beam.
     and compaction of                                                                     Backhoe operator
     soil.
                                                                                           Compactor

                                                                                           Hoe

                                                                                           2 unskilled
                                                                                           workers
                                                        BUILDING DEPARTMENT
                                                     METHOD STATEMENT FORM


     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                                  PAGE NO        : 12 OF 46

     CONTRACT NO:                                                                      PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION       QUANTITY          METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                     DIAGRAM             MANPOWER

12   Marking work for              Nylon thread will be drag                           2 unskill worker                1 hrs
     ground beam                   and put at center
                                   between reinforcement in                            Nylon thread
                                   the stump.
                                                                                       Hammer

                                                                                       Nails
                                                       BUILDING DEPARTMENT
                                                    METHOD STATEMENT FORM


     PROJECT / CONTRACT:     LOW COST HOUSING SCHEME                                   PAGE NO        : 13 OF 46

     CONTRACT NO:                                                                      PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT        DURATION
                                                                     DIAGRAM             MANPOWER

13   Installation of    33 M.S    Formwork will be installed                           5 carpenter        Labour constant   0.075 h/mc x
     formwork for                 based on thread marking.                                                1 person          33ms
     ground beam.                 It will support by                                   5 unskill worker   =0.75h/mc         =2.5 hours
                                  hardwood that will be put
                                  in the formwork.                                     Hammer             10 person
                                                                                                          =0.075 h/mc
                                                                                       Nails
                                                        BUILDING DEPARTMENT
                                                     METHOD STATEMENT FORM


     PROJECT / CONTRACT:    LOW COST HOUSING SCHEME                                    PAGE NO         : 14 OF 46

     CONTRACT NO:                                                                      PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY           METHOD                SEQUETIAL OPERATION /       PLANT &              OUTPUT           DURATION
                                                                     DIAGRAM              MANPOWER

14   Lean concrete     10 M.S    1. Gred 15 In-situ                                     2 unskilled labour   10ms x 0.05m        0.7 h/mc x
     works.                         concrete will be used                                                    =0.5 mc             0.5 mc
                                    as lean concrete with                                Concete mixer       Lifting, carrying   =0.35 hour
                                    50mm thickness.                                                          and compacting
                                 2. After mixing, it will be                             Wheel barrow        1 person
                                    pour on ground beam                                                      =1.4h/mc
                                    area.                                                Scoop               2 person
                                                                                                             =0.7 h/mc
                                                          BUILDING DEPARTMENT
                                                       METHOD STATEMENT FORM


     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                                    PAGE NO        : 15 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION       QUANTITY           METHOD                SEQUETIAL OPERATION /      PLANT &             OUTPUT         DURATION
                                                                       DIAGRAM             MANPOWER

15   Reinforcement        40 KG    16mm(40kg),                                           2 barbender        Cutting&           0.005 h/kg x
     installation for    110 KG    10mm(110kg), 6mm for                                                     bending            205 kg
     ground beam.         55 KG    link (55kg)                                           4 unskill worker   Labour constant    =1 hour
                                   1. Reinforcement that                                                    1 person
                                       already been cut will                             Cutting machine    =0.02h/kg
                                       be tied as bar for                                Bending machine    4 person
                                       ground beam.                                                         =0.005 h/kg
                                   2. Reinforcement put in
                                       the formwork, spacer                                                 Fixing steel bar   0.005 h/kg x
                                       block will be tied at                                                1 person           205 kg
                                       bottom of                                                            =0.02 h/kg         =0.6 hour
                                       reinforcement.                                                       6 person
                                   3. After been put in the                                                 =0.003 h/kg
                                       formwork then the                                                                       =1.6 hours
                                       spacer block will be
                                       tied at the side of the
                                       reinforcement.
                                   4. At the end of the
                                       reinforcement will tied
                                       at the stump.
                                                          BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                PAGE NO       : 16 OF 46

     CONTRACT NO:                                                                         PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY               METHOD               SEQUETIAL OPERATION /      PLANT &            OUTPUT          DURATION
                                                                        DIAGRAM             MANPOWER

16   Concreting for        2 M.C      Concreting work using                               1 concreter       Lifting, carrying   0.35 h/mc x
     ground beam.                     gred 20 ready mix                                                     and compacting      2mc
                                      concrete.                                           3 unskilled       1 person            =0.7 hour
                                      1. concrete pouring                                 worker            =1.4h/mc
                                         process using the                                                  4 person
                                         crane.                                           Ready mix         =0.35 h/mc
                                      2. The concrete will pour                           concrete
                                         until the ground beam.


                                                                                          Crane

                                                                                          Crane operator

                                                                                          Vibrator

                                                                                          Scoop
                                                      BUILDING DEPARTMENT
                                                   METHOD STATEMENT FORM


     PROJECT / CONTRACT:     LOW COST HOUSING SCHEME                               PAGE NO       : 17 OF 46

     CONTRACT NO:                                                                  PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY          METHOD            SEQUETIAL OPERATION /      PLANT &            OUTPUT    DURATION
                                                                 DIAGRAM             MANPOWER

17   Removing           10 M.S    After the concreting                             4 unskilled       Removing      0.08 h/ms x
     formwork of                  process inside part of                           worker            Formwork      10 ms
     ground beam (in              ground beam formwork                                               1 person      =0.8 hours
     side)                        will be removed                                  Hammer            =0.5h/ms
                                                                                                     6 person
                                                                                                     =0.08 h/ms
                                                         BUILDING DEPARTMENT
                                                       METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                   PAGE NO     : 18 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS SDN. BHD.

NO      OPERATION        QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &          OUTPUT      DURATION
                                                                       DIAGRAM             MANPOWER

18   Installation of                1. Installation of supply                            3 plumber                      5 hours
     sanitation system                 pipe and sanitary pipe.
     and water                      2. Remark of point and
     services.                         pipe and sanitary will
                                       be install.
                                    3. it will be put at under
                                       the ground beam.
                                                       BUILDING DEPARTMENT
                                                     METHOD STATEMENT FORM


     PROJECT / CONTRACT:     LOW COST HOUSING SCHEME                                   PAGE NO        : 19 OF 46

     CONTRACT NO:                                                                      PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                     DIAGRAM             MANPOWER

19   Hardcore and       65 M.S    1. After sanitary                                    1 supervisor                    3 hours
     installation of                 installation hardcore
     Damp Proof                      will be put with 100                              2 unskilled
     Membrane.                       mm thick.                                         worker
                                  2. After that surface of
                                     hardcore wil be                                   Backhoe and
                                     sprayed with anti                                 operator
                                     termite.
                                  3. Damp proof                                        Compactor
                                     membrance will be put
                                     at surface of hardcore.                           Hoe

                                                                                       Anti-termite spray
                                                             BUILDING DEPARTMENT
                                                          METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                   PAGE NO          : 20 OF 46

     CONTRACT NO:                                                                            PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION         QUANTITY             METHOD                SEQUETIAL OPERATION /      PLANT &               OUTPUT         DURATION
                                                                           DIAGRAM             MANPOWER

20   Installation BRC      65 MS      1. After the installation of                           Penyelia tapak       Cutting&           0.015 h/kg x
     (British Reinforce                  DPM, BRC will be                                                         bending            65 ms
     Coil).                              install.                                            Compactor            Labour constant    =0.98 hour
                                      2. BRC will be cut by the                                                   1 person
                                         size and tied together.                             1 skiled worke       =0.03h/kg
                                      3. Spacer block will be                                                     2 person
                                         put at the down of the                              Bar cutter           =0.015 h/kg
                                         BRC
                                      4. It will be inspect.                                 1 unskill worker     Fixing steel bar   0.015 h/kg x
                                                                                                                  1 person           65 ms
                                                                                                                  =0.03 h/kg         =0.98 hour
                                                                                                                  2 person
                                                                                                                  =0.015 h/kg        =1.96 hours
                                                          BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                               PAGE NO       : 21 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY              METHOD              SEQUETIAL OPERATION /      PLANT &            OUTPUT          DURATION
                                                                       DIAGRAM             MANPOWER

21   Concreting work       65 MS      Using Gred 20 ready mix                            2 concreter       65mc x 0.1m         0.35 h/mc x
     for floor.                       concrete with 100mm                                                  =6.5mc              6.5 mc
                                      thickness.                                         2 unskilled       Lifting, carrying   =2.28 hours
                                      1. Concrete will be lift                           worker            & compacting
                                         using crane and                                                   1 person
                                         bucket.                                         Ready mix         =1.4h/mc
                                      2. The concrete will be                            concrete          4 person
                                         pour down.                                                        =0.35 h/mc
                                      3. Vibrator will be used                           Concrete
                                         the compact the                                 operator
                                         concrete.
                                                                                         Crane
                                      Concrete will be dried
                                      after 5 days then column                           Crane operator
                                      work will be done.
                                                                                         Vibrator

                                                                                         Scoop
                                                    BUILDING DEPARTMENT
                                                  METHOD STATEMENT FORM


     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                             PAGE NO        : 22 OF 46

     CONTRACT NO:                                                                 PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION       QUANTITY         METHOD           SEQUETIAL OPERATION /      PLANT &             OUTPUT         DURATION
                                                                DIAGRAM             MANPOWER

22   Reinforcement        85 KG    Reinforcement with                             3 barbender        Cutting &          0.004 h/kg x
     installation for    130 KG    16mm, 12mm and 6mm                                                bending            265 kg
     column.              50 KG    use as the rebar for                           2 unskill worker   1 person           =1.06 hour
                                   column structure.                                                 =0.02 h/kg
                                                                                  Cutting machine    5 person           0.004 h/kg x
                                                                                                     =0.004 h/kg        265 kg
                                                                                  Bending                               =1.06 hour
                                                                                                     Fixing steel bar
                                                                                  Wire               1 person           =2.12 hours
                                                                                                     =0.03 h/kg
                                                                                                     5 person
                                                                                                     =0.004 h/kg
                                                         BUILDING DEPARTMENT
                                                      METHOD STATEMENT FORM


     PROJECT / CONTRACT:     LOW COST HOUSING SCHEME                                     PAGE NO          : 23 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY           METHOD                 SEQUETIAL OPERATION /      PLANT &               OUTPUT        DURATION
                                                                       DIAGRAM             MANPOWER

23   Installation of    25 M.S    1. After the reinforcement                             4 carpenter          Labour constant   0.09 h/ms x
     formwork for                    been install the                                                         1 person          25 ms
     column.                         formwork will be put                                4 unskill worker     =0.75h/ms         =2.3 hours
                                     and install and tied                                                     8 person
                                     together.                                           Saw                  =0.22 h/ms
                                  2. To assure the
                                     verticality of the                                  Spirit level
                                     column spiirit level with
                                     plambob will be used.                               Hammer
                                     After the verticality of
                                     column assure ranking                               2.5 inci nails
                                     shore will stop using
                                     the wood at the bottom                              Nylon thread
                                     of formwork.
                                                                                         Plumbob
                                                          BUILDING DEPARTMENT
                                                        METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                               PAGE NO       : 24 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION        QUANTITY            METHOD              SEQUETIAL OPERATION /      PLANT &            OUTPUT          DURATION
                                                                       DIAGRAM             MANPOWER

24   Concrete work for     1 M.C      Using gred 20 ready mix                            l concreter       Lifting, carrying   0.35 h/mc x
     column                           concrete for column.                                                 & compacting        1 mc
                                      1. Concrete will be lift                           3 unskilled       1 person            =0.35 hour
                                         using crane and                                 worker            =1.4 h/mc
                                         bucket.                                                           4 person
                                      2. Concrete will be pour                           Ready mix         =0.35 h/mc
                                         into the forwork and                            concrete
                                         compact using the
                                         vibrator.                                       Concrete
                                                                                         operator

                                                                                         Crane

                                                                                         Crane operator

                                                                                         Vibrator

                                                                                         Scoop
                                                         BUILDING DEPARTMENT
                                                      METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                   PAGE NO          : 25 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION        QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &               OUTPUT        DURATION
                                                                       DIAGRAM             MANPOWER

25   Installation of t              1. After the confirmation                            1 carpenter          Labour constant   2 hours
     prop and                          about the right place                                                  1 person
     scalffolding.                     for roof beam t-prop be                           3 unskill worker     =h/ms
                                       place.                                                                 4 person
                                    2. T-prop install one by                             Saw                  = h/ms
                                       one to get right
                                       formation.                                        Spirit level

                                                                                         Hammer

                                                                                         2.5 inci nails

                                                                                         Nylon thread
                                                          BUILDING DEPARTMENT
                                                       METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                  PAGE NO        : 26 OF 46

     CONTRACT NO:                                                                       PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION        QUANTITY           METHOD              SEQUETIAL OPERATION /      PLANT &             OUTPUT        DURATION
                                                                      DIAGRAM             MANPOWER

26   Installation of      44 M.S    1. Plywood for formwork                             4 carpenter        Labour constant   0.08 h/ms x
     formwork for roof                 of roof beam at the                                                 1 person          44ms
     beam.                             side of the formwork.                            5 unskilled        =0.75h/ms         =3.52 hours
                                                                                        worker             9 person
                                    To assure the verticality                                              = 0.08 h/ms
                                    of formwork spirit level                            Spirit level
                                    will be used
                                                                                        Hammer

                                                                                        Nails
                                                             BUILDING DEPARTMENT
                                                          METHOD STATEMENT FORM


     PROJECT / CONTRACT:        LOW COST HOUSING SCHEME                                     PAGE NO        : 27 OF 46

     CONTRACT NO:                                                                           PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION         QUANTITY            METHOD                SEQUETIAL OPERATION /      PLANT &             OUTPUT         DURATION
                                                                          DIAGRAM             MANPOWER

27   Reinforcement          70 KG    1. Reinforcement bar for                               3 barbender        Cutting &          0.003 h/kg x
     work for roof beam    130 KG       roof beam wil be tied                                                  bending            265 kg
                            65 KG       first.                                              3 unskill worker   1 person           =0.8 hour
                                     2. It will be lifted an dput                                              =0.02h/kg
                                        into the formwork of                                Cutting machine    6 person
                                        the roof beam                                                          =0.003 h/kg
                                        formwork.                                           Bending machine
                                     3. Before it will be put                                                  Fixing steel bar   0.003 h/kg x
                                        into yhe formwork the                               Wire               1 person           265 kg
                                        spacer block will be                                                   =0.02h/kg          =0.8 hour
                                        tied at the bottom of                                                  6 person
                                        the reinforcement.                                                     =0.005 h/kg
                                     4. Afterwards,at the end
                                        of the reinforcement                                                                      = 1.6 hours
                                        will be tied together at
                                        stump at the column.
                                     5. spacer block will will
                                        be tied at side of the
                                        reinforcement bar in
                                        the roof beam
                                        formwork
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                 PAGE NO        : 28 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION        QUANTITY             METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT         DURATION
                                                                         DIAGRAM             MANPOWER

28   Concrete work for     2 M.C      Using gred 20 ready mix                              l concreter        Lifting,carrying   0.47 h/mc x
     the roof beam.                   concrete.                                                               & compacting       2mc
                                      1. Concrete will be lifted                           2 unskill worker   1 person           =0.94 hour
                                         using te crane and                                                   =1.4h/mc
                                         bucket.                                           Ready mix          3 person
                                      2. Concrete will be pour                             concrete           =0.47h/mc
                                         into the forwork and
                                         compact using the                                 Concrete
                                         vibrator.                                         operator

                                                                                           Crane

                                                                                           Crane operator

                                                                                           Vibrator
                                                        BUILDING DEPARTMENT
                                                     METHOD STATEMENT FORM


     PROJECT / CONTRACT:     LOW COST HOUSING SCHEME                                   PAGE NO       : 29 OF 46

     CONTRACT NO:                                                                      PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &            OUTPUT    DURATION
                                                                     DIAGRAM             MANPOWER

29   Removing           25 M.S    Removing formwork step                               6 unskilled       Removing      0.08h/ms x
     formwork of        44 M.S    by step.                                             worker            Formwork      69 ms
     column and roof                                                                                     1 person      =5.5 hours
     beam                         Removing formwork side                               Hammer            =0.5h/ms
                                  of roof beam after 5 days.                                             6 person
                                                                                                         =0.08h/ms
                                  Followed by column

                                  After 9 days t-props will
                                  be removed step by
                                  steps.
                                                       BUILDING DEPARTMENT
                                                    METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                PAGE NO         : 30 OF 46

     CONTRACT NO:                                                                     PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION       QUANTITY          METHOD              SEQUETIAL OPERATION /      PLANT &              OUTPUT        DURATION
                                                                    DIAGRAM             MANPOWER

30   Bricklayer work.    154 M.S   1. Before brick work                               10 bricklayer
                                      ,DPC and bitumen                                                    Bricklaying for   0.07 h/ms x
                                      liquid will be put at                           1 mortar mixer      114mm thk bwk     154 ms
                                      the brickwall.                                                      1 person          =7.7 hours
                                   2. After that the brick                            5 unskilled          =0.75 h/ms
                                      work will be done.                              worker              15 person
                                   3. Exmet will be put at                                                =0.07 h/ms
                                        th
                                      4 layer of brickwall.                           Concrete mixer
                                   4. Starter bar at the
                                      side of the column                              Wheel barrow
                                      will make tide
                                      between the brickwall                           2 cement pail
                                      and the column will
                                      be more stronger.
                                                              BUILDING DEPARTMENT
                                                           METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                                     PAGE NO        : 31 OF 46

     CONTRACT NO:                                                                             PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY           METHOD                 SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                            DIAGRAM             MANPOWER

31   Installation of wall              1. Wall plate will be put                              2 tukang           wall plate   1.5 hours
     plate                                along the roof beam.                                bumbung            1 person
                                       2. Before the installation ,                                              = 3 hour
                                          a hole to tied the wall                             Chain saw          2 person
                                          plate and the roof                                                     = 1.5 hour
                                          beam will driven first.                             Measure tape

                                                                                              spanar
                                                               BUILDING DEPARTMENT
                                                            METHOD STATEMENT FORM


     PROJECT / CONTRACT:             LOW COST HOUSING SCHEME                                 PAGE NO        : 32 OF 46

     CONTRACT NO:                                                                            PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY            METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT     DURATION
                                                                           DIAGRAM             MANPOWER

32   Installation of roof    1 NOS      The position of the roof                             4 roofer           Roof trusses   1 hour
     trusses.                           truss will be decided                                                   installation
                                        using the guidance from                              1 surveyor         1 person
                                        the level surveying.The                                                 =4 hour
                                        roof truss will be install                           Timber nails       4 person
                                        with the degree that has                                                =1 hour
                                        in the plan.                                         Cement nail

                                                                                             Hammer

                                                                                             Measure tape

                                                                                             Leveling
                                                                                             instrument

                                                                                             Gang nail
                                                                BUILDING DEPARTMENT
                                                             METHOD STATEMENT FORM


     PROJECT / CONTRACT:           LOW COST HOUSING SCHEME                                      PAGE NO        : 33 OF 46

     CONTRACT NO:                                                                               PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION            QUANTITY            METHOD                 SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                              DIAGRAM             MANPOWER

33   Installation of roof               1. Auminium foil will be                                2 roofer                        4 hours
     element                               put at the roof and
     (aluminium                            after that the purlin will                           2 unskill worker
     foil,purlin and etc )                 be nailed at the roof
                                           truss.                                               Nail

                                                                                                Hammer
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                                  PAGE NO            : 34 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY           METHOD              SEQUETIAL OPERATION /      PLANT &                 OUTPUT        DURATION
                                                                         DIAGRAM             MANPOWER

34   Installation of roof    88 M.S    1. Installation of the                              Concrete roof          Installation of   0.04 h/ms x
     covering.                            concrete roof                                    covering               roof covering     88ms
                                          covering and put at                                                     1person           =3.52 hours
                                          the purlin.                                      4 roofer               = 0.25h/ms
                                       2. After the installation
                                          of roof covering ridge                           2 unskill labour       6 person
                                          will be install.                                                        = 0.04 h/ms
                                       3. Ridges will install
                                          using the mortar to
                                          tied the ridges.
                                                               BUILDING DEPARTMENT
                                                            METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                                     PAGE NO        : 35 OF 46

     CONTRACT NO:                                                                             PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY            METHOD                SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                            DIAGRAM             MANPOWER

35   Installation of roof              Installation of roof valley:                           2 roofer                        4 hours
     valley and fascia
     board.                            1. One piece of zinc is                                1 unskill worker
                                          used and put at the
                                          roof valley                                         Aluminium sheet

                                                                                              Fascia board
                                       Fascia board installation :
                                                                                              Nail
                                       Using plywood and put at
                                       the end of each roof                                   Hammer
                                       truss.
                                                              BUILDING DEPARTMENT
                                                           METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                                     PAGE NO        : 36 OF 46

     CONTRACT NO:                                                                             PREPARED BY : MIGHTY 8 CONS SDN. BHD.

NO      OPERATION           QUANTITY           METHOD                 SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                            DIAGRAM             MANPOWER

36   Installation of door              Installation of frame,door                             2 carpenter                     5 hours
     and window frame.                 and window after
                                       brickwork.                                             2 unskill worker
                                       Door frame :
                                       1. Frame will be shore.                                Hammer
                                       2. Fish tail will be tied in
                                           the brickwal.                                      Spirit level
                                       3. Installation of the
                                           lintol.                                            Cement nail
                                       4. Heel stone will be put
                                           in the frame of door
                                           frame at toilet and
                                           bathroom.

                                       Window frame :

                                       1. Frame will be shore.
                                       2. Fish tail will be tied in
                                          the brickwall
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                      PAGE NO           : 37 OF 46

     CONTRACT NO:                                                                           PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION        QUANTITY            METHOD                 SEQUETIAL OPERATION /      PLANT &                OUTPUT   DURATION
                                                                          DIAGRAM             MANPOWER

37   Services fitting               Electric wiring :                                       4 plumber                          2 days
     work                           Decide electric point
     (electric, water,              (lamp, fan, switch).                                    3 electrician
     telephone and                  Install electrical conduit in
     sanitary)                      brickwall and put                                       Plumbing tool
                                    electrical wire.
                                                                                            Electrical tool
                                    Telephone :
                                    Decide point telephone .
                                    (trunking).

                                    Water and sanitary :
                                    Decide water pipe point.
                                    Prepare conection
                                    between pipe,tank and
                                    stopcock.
                                                      BUILDING DEPARTMENT
                                                    METHOD STATEMENT FORM


     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                       PAGE NO        : 38 OF 46

     CONTRACT NO:                                                           PREPARED BY : MIGHTY 8CONS. SDN. BHD.

NO      OPERATION       QUANTITY          METHOD            SEQUETIAL OPERATION /      PLANT &             OUTPUT      DURATION
                                                                  DIAGRAM             MANPOWER

38   Installation of     65 M.S    1. Scaffolding used as                           5 carpenter         Ceiling        0.03 h/ms x
     ceiling finishes                 platform for work.                                                installation   65 ms
     (internel and                                                                  2 unskill worker    1 person       =1.9 hours
     external)                     2. 2 x 2 inches use as                                               = 0.2 h/ms
                                      the ceiling joist.                            Hammer              7 person
                                                                                                        = 0.03 h/ms
                                                                                    Ceiling nail ½
                                                                                    inch

                                                                                    Saw

                                                                                    Measuring tape
                                                         BUILDING DEPARTMENT
                                                      METHOD STATEMENT FORM


     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                                    PAGE NO        : 39 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY           METHOD                 SEQUETIAL OPERATION /      PLANT &             OUTPUT    DURATION
                                                                       DIAGRAM             MANPOWER

39   Plastering work    209 M.S   Mortar for wall( 1: 6 ).                               5 plasterer        Plastering    0.013 h/ms x
     (external and                1. Wall will wet by water                                                 1 person      209 ms
     internal).                      first to make plastering                            3 unskill worker   =0.1 h/ms     =2.73 hours
                                     work easier.                                                           8 person
                                  2. First layer for close the                           Concrete mixer     =0.013 h/ms
                                     surface of brickwall
                                     and second layer to                                 Wheel barrow
                                     make the surface more
                                     smoother.                                           Plastering tools
                                  3. for internal brickwall
                                     one layer of cement
                                     and water will be put at
                                     the brickwall.
                                                         BUILDING DEPARTMENT
                                                       METHOD STATEMENT FORM


     PROJECT / CONTRACT:         LOW COST HOUSING SCHEME                                 PAGE NO           : 40 OF 46

     CONTRACT NO:                                                                        PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY             METHOD               SEQUETIAL OPERATION /      PLANT &                OUTPUT      DURATION
                                                                       DIAGRAM             MANPOWER

40   Cement render      77 M.S      Mortar for cement render                             3 plasterer           Cement Render   0.03 h/ms x
     work for floor.                using combination of                                                       for floor       77ms
                                    cement, sand and water                               2 unskilled                           =2.31 hour
                                    (1:6).                                               worker                1 person
                                                                                                               = 0.2h/ms
                                    1. The floor will be clear                           Concrete mixer
                                       before rendering work.                                                  7 person
                                    2. Water will be pour to                             Wheel barrow          = 0.03 h/ms
                                       reduce the water
                                       penetrate through the                             Plastering tool
                                       slab.
                                                        BUILDING DEPARTMENT
                                                     METHOD STATEMENT FORM
     PROJECT / CONTRACT:      LOW COST HOUSING SCHEME                                 PAGE NO        : 41 OF 46

     CONTRACT NO:                                                                     PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY            METHOD              SEQUETIAL OPERATION /        PLANT &           OUTPUT   DURATION
                                                                    DIAGRAM               MANPOWER

41   Floor and wall     Floor     Floor finishes                                      4                  Floor        0.25h/ms x
     finishes work     (4 M.S)    1. Apply cement and                                                    1 person     4ms
                                      water mix at floor                              Cement pail        = 0.5h/ms    =1 hour
                                      surface one by one.                                                2 person
                                  2. Start at part near the                           Mozek cutter       = 0.25h/ms
                                      wall.

                                  Wall finishes
                                  1. Apply cement and
                                     water mix and put it                                                Wall         0.3 h/ms x
                         Wall        at the surface of the                                               1 person     15 ms
                       (15 M.S)      wall.                                                               = 0.6h/ms    = 4.5 hour
                                  2. Start at bottom to up                                               2 person
                                     of the wall.                                                        = 0.3h/ms    =5.5 hour

                                  After the installation of
                                  finishes , one layer of
                                  smooth white lime stone
                                  apply to the finishes to
                                  close the gap between
                                  the finishes.
                                                          BUILDING DEPARTMENT
                                                       METHOD STATEMENT FORM


     PROJECT / CONTRACT:       LOW COST HOUSING SCHEME                                    PAGE NO         : 42 OF 46

     CONTRACT NO:                                                                         PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY              METHOD                SEQUETIAL OPERATION /      PLANT &             OUTPUT     DURATION
                                                                        DIAGRAM             MANPOWER

42   Painting works     182M.S      2 layer of lime paint that                            Painting tool       1 person      0.013 h/ms x
                       (external)   approved .                                                                =0.1 h/ms     182ms
                                     Apply first layer of                                2 painter           8 person      =2.3 hour
                                        under coat and one                                                    =0.013 h/ms
                                        prime coat as finishing                           2 unskill worker
                                        surface


                        118M.S      2 layer of emulsion paint                                                 1 person      0.013 h/ms x
                       (internal)   that approved.                                                            =0.1 h/ms     118 ms
                                     Apply first layer of                                                    8 person      =1.5 hour
                                        undercoatand one                                                      =0.013 h/ms
                                        primer coat as                                                                      =3.8 hour
                                        finishing surface.
                                                           BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:         LOW COST HOUSING SCHEME                                   PAGE NO          : 43 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION          QUANTITY           METHOD               SEQUETIAL OPERATION /      PLANT &               OUTPUT   DURATION
                                                                         DIAGRAM             MANPOWER

43   External works                   Decide the size of apron                             2 skill worker                    2 hours
      (‘perimeter drain’              and perimeter drain from
     and porch)                       the plan.                                            3 unskill worker

                                      Porch:                                               Hand tool
                                      1. Construction of
                                          formwork.                                        Measuring tape
                                      2. 100mm hardcore and
                                          BRC.                                             Cutter
                                      3. Then it will be
                                          concrete with the
                                          thicknes of 100mm.
                                      Perimeter drain:
                                      1. Excavate with
                                          suitable deep.
                                      2. Before it fixed,it will
                                          support by sand and
                                          tied by concrete and
                                          mortar.
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:        LOW COST HOUSING SCHEME                                     PAGE NO        : 44OF 46

     CONTRACT NO:                                                                           PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION      QUANTITY              METHOD                 SEQUETIAL OPERATION /      PLANT &            OUTPUT    DURATION
                                                                          DIAGRAM             MANPOWER

44   External works        8M        Fence will be construct                                2 skilled worker                3 hours
      (gate and door   (chain link   around the the house and
     gate)               fence)      boundaries between each                                2 unskilled
                                     house. It will be tied at L                            worker
                          1 no.      shape steel that bury in
                       3000 x 1200   the concrete. After that
                        mild steel   gate door will be install at
                          gate       column gate.

                          1 no.
                       900 x 1200
                        mild steel
                          gate
                                                            BUILDING DEPARTMENT
                                                         METHOD STATEMENT FORM


     PROJECT / CONTRACT:          LOW COST HOUSING SCHEME                                  PAGE NO        : 45 OF 46

     CONTRACT NO:                                                                          PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION           QUANTITY          METHOD               SEQUETIAL OPERATION /      PLANT &             OUTPUT   DURATION
                                                                         DIAGRAM             MANPOWER

45   Installation of door              Door and window leaf will                           2 carpenter                     3 hours
     and window                        be install with iron
     leaves.                           mongrey.                                            2 unskill worker

                                                                                           Hammer

                                                                                           Spirit level
                                                      BUILDING DEPARTMENT
                                                   METHOD STATEMENT FORM


     PROJECT / CONTRACT:    LOW COST HOUSING SCHEME                                 PAGE NO       : 46 OF 46

     CONTRACT NO:                                                                   PREPARED BY : MIGHTY 8 CONS. SDN. BHD.

NO      OPERATION     QUANTITY           METHOD             SEQUETIAL OPERATION /      PLANT &            OUTPUT    DURATION
                                                                  DIAGRAM             MANPOWER

46   Site clearing               Clearing all the wastage                           2 unskilled                     4 hours
                                 and rubbish at the site.                           workers