water reticulation

WATER RETICULATION

ITEM DESCRIPTION UNIT QUANTITY RATE (RM)

(ALL PROVISIONAL)

SITE CLEARANCE

Before commencing site clearance, the contractorshall ascertain the existence and position of water andother services from the relevant authorities andarrange for the diversion or termination of the services.The Contractor shall allow for paving all costs andcharges in connection there with all as per engineerDrawing No. OPC 2012/07/P-01, P-02, P-03

A ITEM 275.00

B Allow for taking over the site and clear the area and including encroachment area of all rubbish, debris,top soil, lalang, undergrowth,creepers, shrubs ,bushes including mangroove of irrespective type and girth, grubbing uproots and cart away to an approveddumping ground to be found by the Contractor andwas permitted by the local authority. (overall sitedevelopment 16.041 acres) Acre 16 3,000.00

Allow for cut down and remove existing trees (palm oil) irrespective type and girth, grubbing uproots and cart away to an approved dumping ground to be found by the Contractor and permitted by the local authority.

P.B/1 TO COLLECTION

Water Reticulation


(ALL PROVISIONAL)

Specification and General Labour Clause

For description of Materials, Workmanship andGeneral Labour applicable to this Bill see "PreambleTo All Trades".

NoteAll excavation are measure from formation level unlessotherwise stated

EXCAVATION WORK

Excavate pipe not exceeding 3.00m deep, get out, partreturn, fill in, well ram and remainder load and cartaway from site, level, grade and ram bottom, trim sidesand including planking and strutting and removedsurplus material from site

A 150mm diameter pipe and average 2000mm deep M 3,023 8.00 _____________________________

B Backfill with selected excavated materials andcompact in layers M3 910 25.00

Mass Concrete Grade 15:-

C Thurst block for 150mm x 150mm x 150mm diameter teeoverall size 562.5mm (average) x 450mm x 300mm highincluding all necessary excavation and sawn formwork. No 5 132.00

D Ditto. for 150mm diameter pipe x 90 degree horizontalbend overall size 675mm x 337.5mm (average) x600mm high do. No 1

E Ditto. for 150mm diameter pipe x 45 degree horizontalbend overall size 675mm x 337.5mm (average) x600mm high do. No 10 154.00

F Do. for 150mm diameter pipe x 22/11 degree horizontalbend overall size 600mm x 162.5mm (average) x600mm high do. No 10 165.00

G Thurst block for 150mm diameter scour valve overall size562.5mm x 450mm x 300mm high including all No 7 150.00 necessary excavation and sawn formwork.

H Ditto. for 150mm diameter duckfoot bend ditto. No 4 150.00

J Do. for end cap do. No 4 165.00

P.B/2 TO COLLECTION

Water Reticulation


Quality control reinforced vibrated precast concrete Grade20 including all moulds, hoisting and setting in position

A Precast concrete standard indication post valve overallsize 225mm x 150mm x 1787mm high, splayed at topedge, reinforced with and including 4 Nos.10mmdiameter mild steel rods as main bars and 10Nos. 6mmdiameter mild steel rod as links and stirrups and alllettering to be counter sunk 6mm below and including allnecessary excavation and painting No 16 132.00

B Precast concrete standard indication post hydrant overallsize 225mm x 150mm x 1052mm high, ditto No 4

_____________________________

C Precast concrete scour valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 painting as per Engineer's drawing no.OPC 2012/07- No 4 WR 01, 02, 03

D Precast concrete sluice valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequer 550.00 plate cover and all including all necessary excavation and No 7 painting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03

E Precast concrete air valve chamber internal size 1200mmx 1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate cover No 5 and all including all necessary excavation andpainting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03

F Precast concrete hydrant chamber internal size 1200mm x1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate coverand all including all necessary excavation andpainting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 4

P.B/3 TO COLLECTION

Water Reticulation


MILD STEEL PIPE

Mild steel pipes to BS 534 with internal cement lining and protected externally with reinforced asbestos feltor fibre glass felt jointed with cast iron "Gibault" jointsand 150mm thk concrete surround as specified

A 150mm diameter pipe laid in trench (measured separately) M 262 270.00

B No 5 88.00

C No 1 88.00

D No 4 88.00

UPVC PIPE

Approved Unplasticised Polyvinyl Chloride (UPVC) pipesas described including jointing and fitting

E 150mm diameter pipe laid in trench (measured separately) M 2,761

F No 6

G No 10

Cast iron fitting and specials to B.S 2035 and S.A.J'sapproval including extension pieces, all fixing accessoriesand jointing to mild steel pipes

H 150mm diameter scour valve with single flanged andjointing to pipe (measured separately). No 4 1,100.00

J 150mm diameter sluice valve with double flanged andjointing to pipe (measured separately). No 7 1,200.00

K 150mm diameter air valve with double flanged andjointing to pipe (measured separately). No 5

L 150mm diameter extension piece with double flangedjointing to sluice valve and duckfoot bend (both measuredseparately) and including all jointing accessories No 4

M 150mm diameter end cap jointing to pipe No 4

Extra for 150mm x 150mm x 150mm tee

Extra for 150mm diameter x 90 degree bend



Extra for 150mm dia. x 11 1/4 & 22 1/2 degree bend

P.B/4 TO COLLECTION

Water Reticulation



A 150mm diameter fire hydrant to the S.O. and authoritiesapproval and including jointing to extension pipe with andincluding painting one coat metallic primer two coats ofgloss paint in signal yellow and 900mm x 900mm x75mm thick Grade D concrete apron surround finishedfair including all necessary No 4

Bulk Water Meter

B Supply and fix bulk meter including sluice gate valves,t.pot strainer, flange adaptor, straightener double flanges,short piece single flanged, short plece, straighteners,bends, concrete pipe support, thrust block and allaccessories and jointing to 150mm diameter pipe No 1

C according to SAJ's approval

Testing and Commissioning

D Allow for sectional hydraulic testing of piping during layingand on completion all as described and make good anydefects and leave the whole in prefect working order to theentire satisfaction of the S.O. ITEM

E Allow for sterilising commissioning and scouring of mainpipes as described with all related works includingliasion and coordination with SAJ and other relevantauthorities ITEM

Connection To Main Pipes

F Labour and material to connect new pipes to existingpipes (hot tapping ) including all necessary pipes andfittings, machinery, permit and authority approval ITEM

MAKING GOOD DISTURBED WORKS

G Allow for making good works, repairs, joining toexisting and reconstructed existing roadworksincluding excavation, crusher run, premis, road lineand any other related works as per manufacturer'sdetail, S.O approval and satisfaction as shown in theEngineer's drawing ITEM

P.B/5 TO COLLECTION

Water Reticulation


150MM DIAMETER PIPE JACKING

A Mobisatilisation and demobilisation of equipment andpersonnel to site, including to apply all permit/ providebank gurantee payable to relevent authorities, prepare for survey and setting out by licenced surveyor complete with underground utilities survey and mapping works. TheContractor shall submit for approval the shop drawing andmethod statement on pipe jacking and comply to localauthority and SO approval.

The Contractor are to provide temporary sign board, trafficcontoller during construction including allowance forprotection of existing underground utilities, water pipe,cable etc.

To design, excavation, construct and maintain jacking pitsincluding sheet piling, bracing, walling, concrete works,anchor foundation, guide rails etc for jacking the pipes

To design, excavation, construct and maintain receivingpits including sheet piling, bracing, walling, concreteworks, anchor foundation, guide rails etc for jacking thepipes

To prepare, supply and install including labour andB materials to fix and jack 150mm diameter RCP class Z

sleeve to accommodate 150mm diameter mild steel pipeincluding provide all necessary water pumps, todismantle and remove all temporary work and make good to the existing road and drain. M 20 230.00

P.B/6 TO COLLECTION

Water Reticulation


COLLECTION

PAGE P.B/1 . . .

PAGE P.B/2 . . .

PAGE P.B/3 . . .

PAGE P.B/4 . . .

PAGE P.B/5 . . .

PAGE P.B/6 . . .

WATER RECTICULATIONTOTAL CARRIED TO FINAL SUMMARY

P.B/S

Part B

AMOUNT (RM)

-

48,000.00

48,000.00

Part B Water Reticulation

AMOUNT (RM)

24,184.00

22,750.00

660.00

1,540.00

1,650.00

1,050.00

600.00

660.00

53,094.00


AMOUNT (RM)

2,112.00

2,200.00

3,850.00

6,050.00


AMOUNT (RM)

70,740.00

440.00

88.00

352.00

4,400.00

8,400.00

84,420.00


AMOUNT (RM)

-


AMOUNT (RM)

-

4,600.00

4,600.00


AMOUNT (RM)

53,094.00

#REF!

6,050.00

84,420.00

-

#REF!

WATER RETICULATION


(ALL PROVISIONAL)

SITE CLEARANCE

Before commencing site clearance, the contractorshall ascertain the existence and position of water andother services from the relevant authorities andarrange for the diversion or termination of the services.The Contractor shall allow for paving all costs andcharges in connection there with all as per engineerDrawing No. OPC2012/07 SS-01 & SS-02

A Allow for taking over the site and clear the area and including encroachment area of all rubbish, debris,top soil, lalang, undergrowth,creepers, shrubs ,bushes including mangroove of irrespective type and girth, grubbing uproots and cart away to an approveddumping ground to be found by the Contractor andwas permitted by the local authority. ITEM

P.C/1 TO COLLECTION

Water Reticulation


(ALL PROVISIONAL)




Jointing, nuts, brackets, straps, flanged ends, flangedadaptor, collars, inspections eye, bolts and nuts, shortlengths, drops, offsets, mechanical coupling, plugs etcare not measured separately and rates are to include forthese items.

Rate shall also include for extra joints and extra fittingsadditional to those measured herein.

EXCAVATION WORK


A 150mm diameter pipe and average 2000mm deep M 1,725 8.00

_____________________________



C Thurst block for 150mm x 150mm x 150mm diameter teeoverall size 525mm x 300mm x 750mm high including allnecessary excavation and sawn formwork. No 4 132.00

D Ditto. for 150mm diameter pipe x 45 degree horizontalbend overall size 675mm x 337.5mm (average) x600mm high do. No 6 154.00

E Do. for 150mm diameter pipe x 22/11 degree horizontalbend overall size 600mm x 162.5mm (average) x600mm high do. No 13 165.00

F Ditto. for 150mm diameter duckfoot bend ditto. No 4 150.00

G Do. for end cap do. No 4 165.00

P.C/2 TO COLLECTION

Water Reticulation





_____________________________

C Precast concrete scour valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 painting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 7

D Precast concrete sluice valve chamber internal size840mm x 760mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 painting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 7

E Precast concrete air valve chamber internal size 1200mmx 1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate coverand all including all necessary excavation andpainting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 15

F Precast concrete hydrant chamber internal size 1200mm x1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate coverand all including all necessary excavation andpainting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 4

P.C/3 TO COLLECTION

Water Reticulation


MILD STEEL PIPE



B No 1 88.00

C No 4 88.00

UPVC PIPE


D 150mm diameter pipe laid in trench (measured separately) M 1,576

E No 4

F No 2

G No 13











P.C/4 TO COLLECTION

Water Reticulation



A 150mm diameter duckfoot bend ditto. No 4

B 150mm diameter end cap jointing to pipe No 4

C 150mm diameter fire hydrant to the S.O. and authoritiesapproval and including jointing to extension pipe with andincluding painting one coat metallic primer two coats ofgloss paint in signal yellow and 900mm x 900mm x75mm thick Grade D concrete apron surround finishedfair including all necessary No 4

Bulk Water Meter

D Supply and fix bulk meter including sluice gate valves,t.pot strainer, flange adaptor, straightener double flanges,short piece single flanged, short plece, straighteners,bends, concrete pipe support, thrust block and allaccessories and jointing to 150mm diameter pipe No 1 according to SAJ's approval


E Allow for sectional hydraulic testing of piping during layingand on completion all as described and make good anydefects and leave the whole in prefect working order to theentire satisfaction of the S.O. ITEM

F Allow for sterilising commissioning and scouring of mainpipes as described with all related works includingliasion and coordination with SAJ and other relevantauthorities ITEM


G Labour and material to connect new pipes to existingpipes (hot tapping and normal) including all necessarypipes and fittings, machinery, permit and authorityapproval ITEM


H Allow for making good works, repairs, joining toexisting and reconstructed existing roadworksincluding excavation, crusher run, premis, road lineand any other related works as per manufacturer'sdetail, S.O approval and satisfaction as shown in theEngineer's drawing ITEM

P.C/5 TO COLLECTION

Water Reticulation







To prepare, supply and install including labour andmaterials to fix and jack 150mm diameter RCP class Zsleeve to accommodate 150mm diameter mild steel pipeincluding provide all necessary water pumps, todismantle and remove all temporary work and make good to the existing road and drain. M 20 230.00

(END OF ALL PROVISIONAL)

P.C/6

Water Reticulation


COLLECTION

PAGE P.C/1 . . .

PAGE P.C/2 . . .

PAGE P.C/3 . . .

PAGE P.C/4 . . .

PAGE P.C/5 . . .

PAGE P.C/6 . . .

WATER RECTICULATION TOTAL CARRIED TO FINAL SUMMARY

P.C/S

Part C

AMOUNT (RM)

-

Part C Water Reticulation

AMOUNT (RM)

13,800.00

12,937.50

528.00

924.00

2,145.00

600.00

660.00

31,594.50


AMOUNT (RM)

3,828.00

3,850.00

3,850.00

11,528.00


AMOUNT (RM)

40,230.00

88.00

352.00

7,700.00

10,800.00

59,170.00


AMOUNT (RM)

-


AMOUNT(RM)

-

4,600.00

1,000.00

5,000.00

25,000.00

35,600.00


AMOUNT (RM)

31,594.50

#REF!

11,528.00

59,170.00

-

#REF!

WATER RETICULATION Part D

ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT (RM) (RM)

(ALL PROVISIONAL)

SITE CLEARANCE

Before commencing site clearance, the contractorshall ascertain the existence and position of water andother services from the relevant authorities andarrange for the diversion or termination of the services.The Contractor shall allow for paving all costs andcharges in connection there with all as per engineerDrawing No. OPC 2012/07/UR-01, UR-02 & UR-03


P.D/1 TO COLLECTION -

Part D Water Reticulation


(ALL PROVISIONAL)






EXCAVATION WORK


A 150mm diameter pipe and average 2000mm deep M 2,537 8.00 20,296.00

_____________________________

B Backfill with selected excavated materials andcompact in layers M3 761 25.00 19,027.50


C Thurst block for 150mm x 150mm x 150mm diameter teeoverall size 525mm x 300mm x 750mm high including allnecessary excavation and sawn formwork. No 26 132.00 3,432.00

D Ditto. for 150mm diameter pipe x 45 degree horizontalbend overall size 675mm x 337.5mm (average) x600mm high do. No 1 154.00 154.00

E Do. for 150mm diameter pipe x 90 degree horizontalbend overall size 600mm x 375mm (average) x450mm high do. No 2 165.00 330.00

F Do. for 150mm diameter pipe x 22/11 degree horizontalbend overall size 600mm x 162.5mm (average) x600mm high do. No 16

P.D/2 TO COLLECTION 43,239.50




A Precast concrete standard indication post valve overallsize 225mm x 150mm x 1050mm high, splayed at topedge, reinforced with and including 4 Nos.10mmdiameter mild steel rods as main bars and 10Nos. 6mmdiameter mild steel rod as links and stirrups and alllettering to be counter sunk 6mm below and including allnecessary excavation and painting No 33 50.00 1,650.00


_____________________________

C Precast concrete scour valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 - painting as per Engineer's drawing no.OPC 2012/07- WR01, 02, 03 No 4

D Precast concrete sluice valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 - painting as per Engineer's drawing no.OPC 2012/07- WR01, 02, 03 No 12

E Precast concrete air valve chamber internal size 1200mm x1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate cover andall including all necessary excavation and painting as perEngineer's drawing no.OPC 2012/07- WR 01, 02, 03 No 17

F Precast concrete hydrant chamber internal size 1200mm x1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate cover andall including all necessary excavation and painting as perEngineer's drawing no.OPC 2012/07- WR 01, 02, 03 No 6




MILD STEEL PIPE


A 150mm diameter pipe laid in trench (measured separately) M 176 220.00 38,720.00

B No 4 220.00 880.00

C No 2

D No 4

Ewith R.C Piers M 6

UPVC PIPE


F 150mm diameter pipe laid in trench (measured separately) M 2,361 245.00 578,445.00

G No 22 250.00 5,500.00

H No 2 250.00 500.00

J No 1 250.00 250.00

K No 12


L 150mm diameter scour valve with single flanged andjointing to pipe (measured separately). No 4 1,100.00 4,400.00

M 150mm diameter sluice valve with double flanged andjointing to pipe (measured separately). No 12 1,200.00 14,400.00

N 150mm diameter air valve with double flanged andjointing to pipe (measured separately). No 19

P 150mm diameter extension piece with double flangedjointing to sluice valve and duckfoot bend (both measuredseparately) and including all jointing accessories No 6

Q 150mm diameter duckfoot bend (do) do. No 6

R 150mm diameter end cap jointing to pipe No 6




Extra for petronas gas reserve pipe crossing complete








Cast iron fitting and specials to B.S 2035 and S.A.J'sapproval including extension pieces, all fixing accessoriesand jointing to mild steel pipes (cont'd)

A 150mm diameter fire hydrant to the S.O. and authoritiesapproval and including jointing to extension pipe with andincluding painting one coat metallic primer two coats ofgloss paint in signal yellow and 900mm x 900mm x75mm thick Grade D concrete apron surround finishedfair including all necessary No 6

Bulk Water Meter

C Supply and fix fire hydrant bulk meter including sluicegate valves, t.pot strainer, flange adaptor, straightenerdouble flanges, straighteners, bends, concrete pipesupport, thrust block and all accessories and jointingto 150mm diameter pipe according to SAJ's approval No 1


D Allow for sectional hydraulic testing of piping during layingand on completion all as described and make good anydefects and leave the whole in prefect working order to theentire satisfaction of the S.O. ITEM 20,000.00

E Allow for sterilising commissioning and scouring of mainpipes as described with all related works. including liasion 20,000.00

F and coordination with SAJ and other relevant authorities ITEM


G Labour and material to connect new pipes to existingpipes (hot tapping and normal) including all necessarypipes and fittings, machinery, permit and authority ITEMapproval

Making Good Disturbed Works





WATER RETICULATION OUTSIDE BOUNDARY (cont'd)

150mm Diameter Pipe Jacking

A Mobisatilisation and demobilisation of equipment andpersonnel to site, including to apply all permit/ providebank gurantee payable to relevent authorities, prepare for survey and setting out by licenced surveyor complete with underground utilities survey and mapping works. The 10.00 - Contractor shall submit for approval the shop drawing andmethod statement on pipe jacking and comply to localauthority and SO approval.

The Contractor are to provide temporary sign board, traffic 25.00 - contoller during construction including allowance forprotection of existing underground utilities, water pipe,cable etc.



To prepare, supply and install including labour andmaterials to fix and jack 150mm diameter RCP class Z

sleeve to accommodate 150mm diameter mild steel pipeincluding provide all necessary water pumps, todismantle and remove all temporary work and make good to the existing road and drain. M 20


P.D/6 TO COLLECTION -



COLLECTION

PAGE P.D/1 . . . 43,239.50

PAGE P.D/2 . . . 12,634.00

PAGE P.D/3 . . . 643,095.00

PAGE P.D/4 . . . 40,000.00

PAGE P.D/5 . . . -

PAGE P.D/6 . . . #REF!

WATER RECTICULATIONTOTAL CARRIED TO FINAL SUMMARY #REF!

P.D/S

WATER RETICULATION


(ALL PROVISIONAL)

SITE CLEARANCE

Before commencing site clearance, the contractorshall ascertain the existence and position of water andother services from the relevant authorities andarrange for the diversion or termination of the services.The Contractor shall allow for paving all costs andcharges in connection there with all as per engineerDrawing No. OPC2012/07 SM - 01


P.E/1 TO COLLECTION

Water Reticulation


(ALL PROVISIONAL)






EXCAVATION WORK


A 150mm diameter pipe and average 2000mm deep M 1,213 8.00

_____________________________



C Thurst block for 150mm x 150mm x 150mm diameter teeoverall size 525mm x 300mm x 750mm high including allnecessary excavation and sawn formwork. No 3 132.00

D Ditto. for 150mm diameter pipe x 45 degree horizontalbend overall size 675mm x 337.5mm (average) x600mm high do. No 2 154.00

E Do. for 150mm diameter pipe x 22/11 degree horizontalbend overall size 600mm x 162.5mm (average) x600mm high do. No 15 165.00

F Ditto. for 150mm diameter duckfoot bend ditto. No 2 150.00

G Do. for end cap do. No 2 165.00

P.E/2 TO COLLECTION

Water Reticulation





_____________________________

C Precast concrete scour valve chamber internal size1200mm x 1200mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 painting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 2

D Precast concrete sluice valve chamber internal size840mm x 760mm x 2000mm deep in 2 nos top sectioncomplete with approved moulds and mild steel rodreinforcement, compacted sand fill and precast concreteslab, step iron, 10mm thick galvanised mild steel chequerplate cover and all including all necessary excavation and 550.00 painting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 7

E Precast concrete air valve chamber internal size 605mmx 530mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate coverand all including all necessary excavation and painting aspainting as per Engineer's drawing no.OPC 2012/07-WR 01, 02, 03 No 9

F Precast concrete hydrant chamber internal size 1200mm x1200mm x 2000mm deep in 2 nos top section completewith approved moulds and mild steel rod reinforcement,compacted sand fill and precast concrete slab, step iron,10mm thick galvanised mild steel chequer plate coverand all including all necessary excavation and painting aspainting as per Engineer's drawing no.OPC 2012/07-

WR 01, 02, 03 No 2

P.E/3 TO COLLECTION

Water Reticulation


MILD STEEL PIPE



B No 1 88.00

C No 1

UPVC PIPE


D 150mm diameter pipe laid in trench (measured separately) M 1,159

E No 2

F No 2

G No 14











P.E/4 TO COLLECTION

Water Reticulation



A 150mm diameter duckfoot bend ditto. No 2

B 150mm diameter end cap jointing to pipe No 2

C 150mm diameter fire hydrant to the S.O. and authoritiesapproval and including jointing to extension pipe with andincluding painting one coat metallic primer two coats ofgloss paint in signal yellow and 900mm x 900mm x75mm thick Grade D concrete apron surround finishedfair including all necessary No 2

Bulk Water Meter

D Supply and fix bulk meter including sluice gate valves,t.pot strainer, flange adaptor, straightener double flanges,short piece single flanged, short plece, straighteners,bends, concrete pipe support, thrust block and allaccessories and jointing to 150mm diameter pipe No 1 according to SAJ's approval


E Allow for sectional hydraulic testing of piping during layingand on completion all as described and make good anydefects and leave the whole in prefect working order to theentire satisfaction of the S.O. ITEM

F Allow for sterilising commissioning and scouring of mainpipes as described with all related works includingliasion and coordination with SAJ and other relevantauthorities ITEM


G Labour and material to connect new pipes to existingpipes (hot tapping and normal) including all necessarypipes and fittings, machinery, permit and authorityapproval ITEM



P.E/5 TO COLLECTION

Water Reticulation







To prepare, supply and install including labour andmaterials to fix and jack 150mm diameter RCP class Zsleeve to accommodate 150mm diameter mild steel pipeincluding provide all necessary water pumps, todismantle and remove all temporary work and make good to the existing road and drain. M 20 230.00


P.E/6

Water Reticulation


COLLECTION

PAGE P.E/1 . . .

PAGE P.E/2 . . .

PAGE P.E/3 . . .

PAGE P.E/4 . . .

PAGE P.E/5 . . .

PAGE P.E/6 . . .

WATER RECTICULATION TOTAL CARRIED TO FINAL SUMMARY

P.D/S

Part E

AMOUNT (RM)

-

Part E Water Reticulation

AMOUNT (RM)

9,704.00

9,097.50

396.00

308.00

2,475.00

300.00

330.00

22,610.50


AMOUNT (RM)

2,376.00

-

-

2,376.00


AMOUNT (RM)

14,580.00

88.00

2,200.00

8,400.00

25,268.00


AMOUNT (RM)

-


AMOUNT(RM)

-

4,600.00

1,000.00

5,000.00

25,000.00

35,600.00


AMOUNT (RM)

22,610.50

#REF!

2,376.00

25,268.00

-

#REF!

water reticulation

Documents

counter sunk

prefect working

coat metallic

internal cement

licenced surveyor

precast concrete

compacted

general labour