Formwork Types

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					               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                             ITEM DESCRIPTION                    UNIT   QTY   RATE     AMOUNT
                  NO.                                                                              (RM)   (RM) (SEN)

               4.1          TEMPORARY WORKS

                            Provide, erect,maintain and remove from site on
                            completion of works temporary crossing all in
                            accordance with the relevant sub section of the
                            specification for the proposed culverts.                  sum

               4.2          NEW PIPE CULVERT

               4.2.1        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                         m3

                            ii)   - ditto - for rock                                  m3

               4.2.2        Types of Foundation

               4.2.2.1      Type A - Reinforced Concrete Cradle Foundation

                            i)    Lean concrete grade 10/25, 50mm thick.              m2
                                                                                        2
                            ii)   Formwork with Class F1 finishes.                    m
                                                                                        2
                            iii) Steel Fabric Reinforcement ……… x……….mm.              m

                            iv) Concrete grade 20/20.                                 m3

               4.2.2.2      Type B - Normal Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                  m3
                                                                                        3
                            ii)   Crushed aggregate                                   m

               4.2.2.3      Type B1 - Soft Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                  m3
                                                                                        3
                            ii)   Crushed aggregate                                   m




                                                 Carried to Collection




* Delete where not applicable                                   BQ 4 - 1/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                        UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                (RM)   (RM) (SEN)


               4.2.2.4      Type B2 - Hard Foundation

                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                    m3
                                                                                          3
                            ii)   Crushed aggregate                                     m

               4.2.2.5      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                 sum

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes
                                                                                         no

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                   nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                 nr

                            v) Welding for extension of piles as in the drawing.
                                                                                         nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                   nr

                            vii) Drive vertical piles to required depth.                 m

                            viii) Cut off piles to required level,dispose off surplus
                                  pile head from site.                                   nr

                            ix) Lean concrete grade 10/25, 50mm thick.                  m2
                                                                                          2
                            x) Formwork with Class F1 finishes.                         m

                            xi) Steel Fabric Reinforcement ..….x…...mm.                 m2
                                                                                          3
                            xii) Concrete grade 20/20.                                  m




                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 2/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                 (RM)   (RM) (SEN)

               4.2.3        Pipe Culverts

                            Precast reinforced concrete pipe culvert including
                            jointing.

                            i)    ……. mm diameter Class ……. (….…. joints)                 m

                            ii)   Twin ……. mm diameter Class …….. (…..…..
                                  joints)                                                 m

               4.2.4        Concrete Surround Pipe Culvert

                            i)    Formwork with Class F1 finishes.                       m2

                            ii)   Concrete grade 20/20.                                  m3

               4.2.5        Inlet / Outlet Structures

                            Reinforced concrete headwall, wingwall, base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)    .….. mm diameter single pipe culvert.                   nr

                            ii)   Twin …... mm diameter pipe culvert.                     nr

               4.2.6        Fill Material

                            i)    Filling with suitable material in layers up to
                                                                                           3
                                  formation level including compaction.                  m

                            ii)   Imported filling with suitable material in layers up
                                  to formation level including compaction.               m3

               4.3          EXTENSION OF EXISTING PIPE CULVERT

               4.3.1        Demolition and Hacking

                            Demolition and hacking of existing inlet / outlet
                            structure to receive new extension.                           nr

               4.3.2        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                            m3


                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 3/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                       UNIT   QTY   RATE     AMOUNT
                  NO.                                                                               (RM)   (RM) (SEN)

                            ii)   -Ditto- for rock                                     m3

               4.3.3        Types of Foundation

               4.3.3.1      Type A - Reinforced Concrete Cradle Foundation

                            i)    Lean concrete grade 10/25, 50mm thick.               m2
                                                                                         2
                            ii)   Formwork with Class F1 finishes.                     m

                            iii) Steel Fabric Reinforcement …..x…..mm.                 m2

                            iv) Concrete grade 20/20.                                  m3

               4.3.3.2      Type B - Normal Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                   m3
                                                                                       m3
                            ii)   Crushed aggregate

               4.3.3.3      Type B1 - Soft Foundation


                            Fill, spread, grade and compact granular fill material.    m3
                            i) Mining / river sand *
                                                                                       m3
                            ii)   Crushed aggregate

               4.3.3.4      Type B2 - Hard Foundation


                            Fill, spread, grade and compact granular fill material.    m3
                            i) Mining / river sand *
                                                                                       m3
                            ii)   Crushed aggregate

               4.3.3.5      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                sum




                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 4/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                (RM)   (RM) (SEN)

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes
                                                                                         nr

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                   nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                 nr

                            v) Welding for extension of piles as in the drawing.
                                                                                         nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                   nr

                            vii) Drive vertical piles to required depth.                 m

                            viii) Cut off piles to required level,dispose off surplus
                                  pile head from site.                                   nr

                            ix) Lean concrete grade 10/25, 50mm thick.                  m2

                            x) Formwork with Class F1 finishes.                         m2
                                                                                          2
                            xi) Steel Fabric Reinforcement ..….x…...mm.                 m

                            xii) Concrete grade 20/20.                                  m3

               4.3.4        Pipe Culverts

                            Precast reinforced concrete pipe culvert including
                            jointing.

                            i)    ……. mm diameter Class ……. (….…. joints)                m

                            ii)   Twin ……. mm diameter Class …….. (…..…..
                                  joints)                                                m

               4.3.5        Concrete Surround Pipe Culvert
                                                                                          2
                            i)    Formwork with Class F1 finishes.                      m

                            ii)   Concrete grade 20/20.                                 m3



                                               Carried to Collection




* Delete where not applicable                                   BQ 4 - 5/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                 (RM)   (RM) (SEN)

               4.3.6        Inlet / Outlet Structures

                            Reinforced concrete headwall, wingwall, base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)    .….. mm diameter single pipe culvert.                   nr

                            ii)   Twin …... mm diameter pipe culvert.                     nr

               4.3.7        Fill Material

                            i)    Filling with suitable material in layers up to
                                  formation level including compaction.                  m3

                            ii)   Imported filling with suitable material in layers up
                                  to formation level including compaction.               m3

               4.4          NEW PRECAST BOX CULVERT FOR SIZE < 3.0m
                            WIDE

               4.4.1        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                            m3

                            ii)   -Ditto- for rock                                       m3

               4.4.2        Types of Foundation

               4.4.2.1      Normal Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                     m3
                                                                                           3
                            ii)   Crushed aggregate                                      m

                            iii) Lean concrete grade 15/20, 100mm thick.                 m2




                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 6/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                        UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                (RM)   (RM) (SEN)

               4.4.2.2      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                 sum

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes
                                                                                         nr

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                   nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                 nr

                            v) Welding for extension of piles as in the drawing.
                                                                                         nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                   nr

                            vii) Drive vertical piles to required depth.                 m

                            viii) Cut off piles to required level,dispose off surplus
                                  pile head from site.                                   nr

                            ix) Lean concrete grade 10/25, 50mm thick.                  m2
                                                                                          2
                            x) Formwork with Class F1 finishes.                         m

                            xi) Steel Fabric Reinforcement ..….x…...mm.                 m2
                                                                                          3
                            xii) Concrete grade 20/20.                                  m

               4.4.3        Precast Box Culvert

                            Box culvert and flat lid including joint.

                            i)    ….mm x…..mm size box culvert.                          m

                            ii)   Twin….mm x……mm size box culvert.                       m




                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 7/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                 (RM)   (RM) (SEN)

               4.4.4        Inlet / Outlet Structures

                            Reinforced concrete headwall, wingwall, base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)    .….. mm diameter single pipe culvert.                   nr

                            ii)   Twin …... mm diameter pipe culvert.                     nr

               4.4.5        Fill Material

                            i)    Filling with suitable material in layers up to
                                  formation level including compaction.                  m3

                            ii)   Imported filling with suitable material in layers up
                                  to formation level including compaction.               m3

               4.5          EXTENSION OF EXISTING PRECAST BOX
                            CULVERT FOR SIZE < 3.0 m WIDE

               4.5.1        Demolition and Hacking

                            Demolition and hacking of existing inlet/outlet
                            structure to receive new extension.                           nr


               4.5.2        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                            m3

                                                                                           3
                            ii)   -Ditto- for rock                                       m

               4.5.3        Types of Foundation

               4.5.3.1      Normal Foundation

                            Fill, spread, grade and compact granular fill material.
                                                                                           3
                            i) Mining / river sand                                       m

                            ii)   Crushed aggregate.                                     m3
                                                                                           2
                            iii) Lean concrete grade 15/20, 100mm thick.                 m



                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 8/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                        UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                (RM)   (RM) (SEN)

               4.5.3.2      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                 sum

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes
                                                                                         nr

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                   nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                 nr

                            v) Welding for extension of piles as in the drawing.
                                                                                         nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                   nr

                            vii) Drive vertical piles to required depth.                 m

                            viii) Cut off piles to required level,dispose off surplus
                                  pile head from site.                                   nr

                            ix) Lean concrete grade 10/25, 50mm thick.                  m2
                                                                                          2
                            x) Formwork with Class F1 finishes.                         m

                            xi) Steel Fabric Reinforcement ..….x…...mm.                 m2
                                                                                          3
                            xii) Concrete grade 20/20.                                  m

               4.5.4        Precast Box Culvert

                            Box culvert and flat lid including joint.

                            i)    ….mm x…..mm size box culvert.                          m

                            ii)   Twin….mm x……mm size box culvert.                       m




                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 9/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                 (RM)   (RM) (SEN)

               4.5.5        Inlet / Outlet Structures

                            Reinforced concrete headwall, wingwall, base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)    .….. mm diameter single pipe culvert.                   nr

                            ii)   Twin …... mm diameter pipe culvert.                     nr

               4.5.6        Fill Material

                            i)    Filling with suitable material in layers up to
                                  formation level including compaction.                  m3

                            ii)   Imported filling with suitable material in layers up
                                  to formation level including compaction.               m3

               4.6          CAST INSITU BOX CULVERT FOR SIZE < 3.0 m
                            WIDE

               4.6.1        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                            m3

                            ii)   -Ditto- for rock                                       m3

               4.6.2        Types of Foundation

               4.6.2.1      Normal Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand *                                     m3
                                                                                           3
                            ii)   Crushed aggregate.                                     m

                            iii) Lean concrete grade 15/20, 100mm thick.                 m2




                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 10/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                       UNIT   QTY   RATE     AMOUNT
                  NO.                                                                               (RM)   (RM) (SEN)

               4.6.2.2      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                sum

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes         nr

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                  nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                nr

                            v) Welding for extension of piles as in the drawing.
                                                                                        nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                  nr

                            vii) Drive vertical piles to required depth.                m

                            viii) Cut off piles to required level, dispose off
                                  surplus pile head from site.                          nr

                            ix) Lean concrete grade 10/25, 50mm thick.                 m2

                            x) Formwork with Class F1 finishes.                        m2

                            xi) Steel Fabric Reinforcement ..….x…...mm.                m2

                            xii) Concrete grade 20/20.                                 m3

               4.6.3        Formwork

                            Formwork for box culvert,headwall and wingwall
                                                                                         2
                            with Class F1 Finishes.                                    m




                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 11/23
               Project :

                                                             BILL NO 4 - DRAINAGE WORKS

                 ITEM                               ITEM DESCRIPTION                 UNIT     QTY   RATE     AMOUNT
                  NO.                                                                               (RM)   (RM) (SEN)

               4.6.4        Reinforcement

               4.6.4.1
                            Reinforcement for insitu box culvert High Yield Steel.

                                 i)    12mm diameter                                  t
                                 ii)   16mm diameter                                  t
                                iii)   20mm diameter                                  t
                                iv)    25mm diameter                                  t
                                v)     32mm diameter                                  t

               4.6.4.2      Reinforcement for headwall and wingwall.

                            i)         High Yield Steel
                                       a) 10mm diameter                               t
                                       b) 12mm diameter                               t
                                       c) 25mm diameter                               t

                            ii)        Mild Steel
                                       a) 12mm diameter                               t
                                       b) 16mm diameter                               t

               4.6.5        Concrete

                            Grade 40/20 concrete at box culvert, wingwall and
                                                                                          3
                            headwall.                                                m

               4.6.6        Waterstop

                            Install 150mm wide rubber waterstop at construction
                                                                                      m
                            and movement joints.

               4.6.7        Dowel Bar

                            Provide T32mm diameter steel dowel bars 600mm
                                                                                      nr
                            long at 300mm centres as in the drawing

               4.6.8        Inlet / Outlet Structures

                            Reinforced concrete headwall, wingwall, base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)         .….. mm diameter single pipe culvert.          nr

                            ii)        Twin …... mm diameter pipe culvert.            nr


                                                    Carried to Collection




* Delete where not applicable                                      BQ 4 - 12/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                 (RM)   (RM) (SEN)

               4.6.9        Fill Material

                            i)    Filling with suitable material in layers up to
                                                                                           3
                                  formation level including compaction.                  m

                            ii)   Imported filling with suitable material in layers up
                                                                                           3
                                  to formation level including compaction.               m

               4.7          EXTENSION OF EXISTING CAST INSITU BOX
                            CULVERT FOR SIZE < 3.0 m WIDE

               4.7.1        Demolition and Hacking

                            Demolition and hacking of existing inlet/outlet
                            structure to receive new extension.                           nr

               4.7.2        Earthworks

                            i)    Excavate, load, haul and deposit to spoil any
                                  material except rock to any depth for structural
                                  foundation.                                            m3

                            ii)   -Ditto- for rock                                       m3

               4.7.3        Types of Foundation

               4.7.3.1      Normal Foundation


                            Fill, spread, grade and compact granular fill material.
                            i) Mining / river sand                                       m3

                            ii)   Crushed aggregate                                      m3

                            iii) Lean concrete grade 15/20, 100mm thick.                 m2

               4.7.3.2      Pile Foundation

                            i)    Allow for mobilization and demobilization of all
                                  labour, plants piling, equipments, etc on site for
                                  proposed piling works                                  sum

                            ii)   ……. x ……mm precast RC piles …….m length,
                                  inclusive of all reinforcements,mild steel plates
                                  and provision for extension and lifting holes
                                                                                          nr


                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 13/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                         UNIT     QTY   RATE     AMOUNT
                  NO.                                                                                  (RM)   (RM) (SEN)

                            iii) - Ditto - not exceeding …...m length extension
                                 piles                                                   nr

                            iv) Provide pile shoes to initial piles as in the
                                drawing.                                                 nr

                            v) Welding for extension of piles as in the drawing.
                                                                                         nr

                            vi) Handle, sling and pitch vertical piles not
                                exceeding ………. m long.                                   nr

                            vii) Drive vertical piles to required depth.                 m

                            viii) Cut off piles to required level,dispose off surplus
                                  pile head from site.                                   nr

                            ix) Lean concrete grade 10/25, 50mm thick.                  m2

                            x) Formwork with Class F1 finishes.                         m2
                                                                                             2
                            xi) Steel Fabric Reinforcement ..….x…...mm.                 m
                                                                                             3
                            xii) Concrete grade 20/20.                                  m

               4.7.4        Formwork

                            Formwork for box culvert,headwall and wingwall
                            with Class F1 Finishes.                                     m2

               4.7.5        Reinforcement

               4.7.5.1
                            High Yield Steel Reinforcement for Insitu box culvert
                             i) 12mm diameter                                            t
                             ii) 16mm diameter                                           t
                            iii) 20mm diameter                                           t
                            iv) 25mm diameter                                            t
                            v) 32mm diameter                                             t

               4.7.5.2      Reinforcement for headwall and wingwall.

                            i)   High Yield Steel
                                 a) 10mm diameter                                        t
                                 b) 12mm diameter                                        t
                                 c) 25mm diameter                                        t


                                              Carried to Collection




* Delete where not applicable                                  BQ 4 - 14/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                         UNIT     QTY   RATE     AMOUNT
                  NO.                                                                                   (RM)   (RM) (SEN)

                            ii)   Mild Steel
                                  a) 12mm diameter                                        t
                                  b) 16mm diameter                                        t

               4.7.6        Concrete

                            Grade 40/20 concrete at box culvert, wingwall and
                                                                                              3
                            headwall                                                     m

               4.7.7        Waterstop

                            Install 150mm wide rubber waterstop at construction
                                                                                          m
                            and movement joints.

               4.7.8        Dowel Bar

                            Provide T32mm diameter steel dowel bars 600mm
                                                                                          nr
                            long at 300mm centres as in detail.

               4.7.9        Inlet / Outlet Structures

                            Reinforced concrete headwall,wingwall,base slab
                            including excavation work, formworks, concrete,
                            reinforcement, lean concrete and shoring for:-

                            i)    …….mm x …….mm size box culvert.                         nr

                            ii)   Twin …….mm x ……..mm size box culvert.                   nr

               4.7.10       Fill Material

                            i)    Filling with suitable material in layers up to
                                  formation level including compaction.                  m3

                            ii)   Imported filling with suitable material in layers up
                                                                                              3
                                  to formation level including compaction.               m




                                                Carried to Collection




* Delete where not applicable                                    BQ 4 - 15/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                   UNIT   QTY   RATE     AMOUNT
                  NO.                                                                          (RM)   (RM) (SEN)

               4.8          SURFACE DRAINS

                            Unlined drains, half round glazed earthenware and
                            Insitu Reinforced Concrete grade 20/20 drains at
                            any inclination including excavation,cascading,lean
                            concrete,jointing,reinforcement,formwork,rendering,
                            fixing precast RC slab,backfilling and disposal of
                            surplus material.

               4.8.1        Roadside Drains For Rural Area

                            i)    Unlined drains Type 1 (RSD 1)
                                  - 300mm to 500mm deep                            m

                            ii)   Cast in situ concrete drain Type 2 (RSD 2)
                                  - 300mm to 500mm deep                            m
                                  - exceeding 500mm deep                           m

                            iii) Precast concrete block drain Type 3 (RSD 3)
                                 - 300mm to 500mm deep                             m
                                 - exceeding 500mm deep                            m

                            iv) Stone - lined drain Type 4 (RSD 4)
                                - 300mm to 500mm deep                              m
                                - exceeding 500mm deep                             m

                            v) …………………………..
                               - 300mm to 500mm deep                               m
                               - exceeding 500mm deep                              m

               4.8.2        Roadside Drains For Urban Area

                            i)    Precast concrete block drain Type U1 (RSDU1)
                                  - 300mm to 500mm deep                            m
                                  - exceeding 500mm deep                           m

                            ii)   …..mm half round glazed earthenware drain
                                  Type U2 (RSDU2)
                                  - 300mm to 500mm deep                            m
                                  - exceeding 500mm deep                           m

                            iii) …………………………..
                                 - 300mm to 500mm deep                             m
                                 - exceeding 500mm deep                            m




                                               Carried to Collection




* Delete where not applicable                                 BQ 4 - 16/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                    UNIT   QTY   RATE     AMOUNT
                  NO.                                                                           (RM)   (RM) (SEN)

               4.8.3        Embankment Toe Drains

                            i)    Unlined drain Type 1 (TD1) …..mm wide.
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            ii)   Cast in situ concrete drain Type 2 (TD2)…...mm
                                  wide.
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            iii) Precast concrete block drain Type 3 (TD3)
                                 ……mm wide.
                                 - 300mm to 500mm deep                              m
                                 - exceeding 500mm deep                             m

                            iv) Stone lined drain Type 4 (TD4) …..mm base
                                wide.
                                - 300mm to 500mm deep                               m
                                - exceeding 500mm deep                              m

                            v)     …………………………..
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

               4.8.4        Interceptor Drain

                            i)    Precast concrete block with stone wall Type 1
                                  along top edge of cutting (ID 1)
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            ii)   Cast in situ concrete Type 2 (ID2) …..mm base
                                  wide.
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            iii) Stone lined Type 3 (ID3) …..mm base wide.
                                 - 300mm to 500mm deep                              m
                                 - exceeding 500mm deep                             m

                            iv) …………………………..
                                - 300mm to 500mm deep                               m
                                - exceeding 500mm deep                              m




                                               Carried to Collection




* Delete where not applicable                                 BQ 4 - 17/23
               Project :

                                                         BILL NO 4 - DRAINAGE WORKS

                 ITEM                           ITEM DESCRIPTION                     UNIT   QTY   RATE     AMOUNT
                  NO.                                                                             (RM)   (RM) (SEN)

               4.8.5        Bench Drain

                            i)    Cast in situ concrete V shape Type 1 (BC1)
                                  - 300mm to 500mm deep                               m
                                  - exceeding 500mm deep                              m

                            ii)   Half round glazed earthenware Type 2 (BC2)
                                  - 300mm to 500mm deep                               m
                                  - exceeding 500mm deep                              m

                            iii) …………………………..
                                 - 300mm to 500mm deep                                m
                                 - exceeding 500mm deep                               m

               4.8.6              Berm Drain

                            i)    Cast in situ concrete V shape Type 1 (BF1)
                                  - 300mm to 500mm deep                               m
                                  - exceeding 500mm deep                              m

                            ii)   Half round glazed earthenware Type 2 (BF2)
                                  - 300mm to 500mm deep                               m
                                  - exceeding 500mm deep                              m

                            iii) …………………………..
                                 - 300mm to 500mm deep                                m
                                 - exceeding 500mm deep                               m

               4.8.7        Shoulder Drain

                            i)    Embankment shoulder drain Type 1 (SD 1 )
                                  - 300mm to 500mm deep                               m

                            ii)   …………………………..
                                  - 300mm to 500mm deep                               m

               4.8.8        Cascade Drain

                            i)    Stone pitching Type 1 (OD1) with handrails.         m

                            ii)   In-situ reinforced concrete outfall drain Type 2
                                  (OD2)                                               m

                            iii) Outfall chute Type 3 (OD3)                           m




                                               Carried to Collection




* Delete where not applicable                                  BQ 4 - 18/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                    UNIT   QTY   RATE     AMOUNT
                  NO.                                                                           (RM)   (RM) (SEN)

                            iv) Precast concrete block drain Type 4 (OD4)           m

                            v) …………………………..                                         m

               4.8.9        Median Drain For Rural Area

                            i)    Cast in situ concrete half round glazed
                                  earthenware Type 1 (MD1)
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            ii)   Stone lined Type 2 ( MD 2 )
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            iii) Precast block Type 3 (MD3) …...mm thick
                                 grouted stone pitching.
                                 - 300mm to 500mm deep                              m
                                 - exceeding 500mm deep                             m

                            iv) …………………………..
                                - 300mm to 500mm deep                               m
                                - exceeding 500mm deep                              m

               4.8.10       Median Drains For Urban Area

                            Reinforced Concrete drain and half round glazed
                            earthenware drains lay at any inclination,including
                            joints, stepping, excavation bedding, reinforcement,
                            formwork where necessary, bricklaying, rendering,
                            fixing precast R.C slab, backfilling and disposal of
                            surplus material.

                            i)    ..…..mm Precast concrete Type 1(MDU1)             m
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            ii)   …...mm half round glazed earthenware Type 2
                                  (MDU2)                                            m
                                  - 300mm to 500mm deep                             m
                                  - exceeding 500mm deep                            m

                            iii) ……mm Precast concrete Type 3 (MDU3)                m
                                 - 300mm to 500mm deep                              m
                                 - exceeding 500mm deep                             m



                                               Carried to Collection




* Delete where not applicable                                   BQ 4 - 19/23
               Project :

                                                          BILL NO 4 - DRAINAGE WORKS

                 ITEM                            ITEM DESCRIPTION                     UNIT   QTY   RATE     AMOUNT
                  NO.                                                                              (RM)   (RM) (SEN)

                            iv) ……..mm half round glazed earthenware Type 4
                                (MDU4)
                                - 300mm to 500mm deep                                  m
                                - exceeding 500mm deep                                 m

                            v) …………………………..
                               - 300mm to 500mm deep                                   m
                               - exceeding 500mm deep                                  m

               4.9          SUB-SURFACE DRAIN

               4.9.1        Subsoil Drains

                            i)     Subsoil drains including excavation, porous pipe
                                   and filter material as per Specifications Type 1
                                   (SSD 1).                                            m

                            ii)    ii) Subsoil drains including excavation, non-
                                   woven geotextiles fabric and filter material as
                                   per drawing Type 2 (SSD 2).                         m

                            iii)   …………….                                              m

               4.10         SUMPS

               4.10.1       Sump At Cut

                            Stone pitched sump including excavation, lean
                            concrete, joints, backfilling and disposal of surplus
                            material.

                            i)     Type SC1 at top.                                    nr

                            ii)    Type SC2 at benchs.                                 nr

                            iii) Type SC3 at shoulder.                                 nr

                            iv) …………………                                                nr

               4.10.2       Sump At Fill

                            Brick sump including excavation, lean concrete,
                            concrete bedding, plastering, formworks, joints,
                            backfilling and disposal of surplus material.

                            i)     Type SF1 at shoulder .                              nr


                                                Carried to Collection




* Delete where not applicable                                   BQ 4 - 20/23
               Project :

                                                        BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                         UNIT   QTY   RATE     AMOUNT
                  NO.                                                                                (RM)   (RM) (SEN)

                            ii)   Type SF2 at berms.                                     nr

                            iii) Type SF3 at embankment toe.                             nr

                            iv) …………………                                                  nr

               4.10.3       Median Sump (Rural Area)


                            Brick sump including excavation, lean concrete,
                            concrete bedding, reinforcement, plastering,
                            formworks, joints, stone pitching, laying outlets
                            concrete pipe, fix with grating, iron steps, backfill and
                            disposal of surplus material.

                            i)    Type MSR1 with…...(type) ... grating at sag.           nr

                            ii)   Type MSR2 with…...(type) ... grating                   nr

               4.10.4       Median Sump (Urban Area)

                            Typical sump from brickworks including excavation,
                            lean concrete, reinforcement, plastering, formworks,
                            joints, stone pitching, laying outlets concrete pipe, fix
                            with grating, iron steps, backfill and disposal of
                            surplus material.

                            i)    Median Sump Type MSU1 with ….(type)…
                                  grating and culvert outlet.                            nr

                            ii)   Median Sump Type SU1 with….(type)…grating
                                  In Urban Area at road side drain.                      nr

               4.11         RUBBLE RETAINING WALLS

                            225mm thick grouted stone pitching including all
                            necessary excavation works at both inlet and outlet
                            of culverts as show in the drawing.                         m2




                                               Carried to Collection




* Delete where not applicable                                  BQ 4 - 21/23
               Project :

                                                       BILL NO 4 - DRAINAGE WORKS

                 ITEM                          ITEM DESCRIPTION                   UNIT   QTY   RATE     AMOUNT
                  NO.                                                                          (RM)   (RM) (SEN)

               4.12         EARTH CHANNELS EXCAVATION


                            Excavate for earth channels to shapes and sizes as
                            shown in the drawings including slopes protection.

                                                                                    3
                            i)    Earth Channel excavation.                       m

                            ii)   Channel bed protection using gabion rock
                                  mattresses ……mm thick.                          m2

                            iii) Channel slope protection using gabion rock
                                 mattresses.                                      m2

                            iv) Channel slope protection 300mm thick mortar rip
                                rap.                                              m2




                                              Carried to Collection




* Delete where not applicable                                 BQ 4 - 22/23
               Project :

                                           BILL NO 4 - DRAINAGE WORKS

                 ITEM               ITEM DESCRIPTION             UNIT   QTY   RATE     AMOUNT
                  NO.                                                         (RM)   (RM) (SEN)


                                    COLLECTION PAGE

                                       BQ 4 - 1/23

                                       BQ 4 - 2/23

                                       BQ 4 - 3/23

                                       BQ 4 - 4/23

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                                       BQ 4 - 6/23

                                       BQ 4 - 7/23

                                       BQ 4 - 8/23

                                       BQ 4 - 9/23

                                       BQ 4 - 10/23

                                       BQ 4 - 11/23

                                       BQ 4 - 12/23

                                       BQ 4 - 13/23

                                       BQ 4 - 14/23

                                       BQ 4 - 15/23

                                       BQ 4 - 16/23

                                       BQ 4 - 17/23

                                       BQ 4 - 18/23

                                       BQ 4 - 19/23

                                       BQ 4 - 20/23

                                       BQ 4 - 21/23

                                       BQ 4 - 22/23


                                TOTAL CARRIED TO SUMMARY




* Delete where not applicable                   BQ 4 - 23/23

				
DOCUMENT INFO
Description: Formwork Types document sample