mmm approved heavy duty pvc high invest floor trap including all necesary raising piece, 100mm chrome brass grating and frame and setting trap in conceete floor and jointing to pipe outlet (No)
mm cast iron floor outlet trap complete with and including all necessary raising piece, 100mm chrome brass grating and frame and setting trap in concrete floor and jointing to pipe outlet (No)
mm cast iron floor outlet trap co9mpleter with including all necessary raising piece, 100mm chrome brass grating and frame and setting trap in concrete floor and jointing to pipe outlet. (No)
Approved cast iron floor outlet traps complete with and including all necessary raising piece, 100mm chrome brass grating and frame and setting trap in concrete floor and jointing to pipe outlet (No)
mm diameter U.P.V.C vent cowl and fixing on top of mm diamter pipe .
approved cast iron floor outlet traps complete with and incl
excavate trench to falls commencing from formation level for 19mm diameter pipe not exceeding 1.50m deep and average 1100mm deep, get out, part return, fill in and ram spread in makiing up levels and directed in remainder load with contractor own dump
Excavate trench to falls, commencing from formation levels for 19mm diamter pipe not exceeding 1.50m deep and average 1100mm deep get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load, cart away with contractor own dump
Approved Uplasticised P.V.C pipe to BS . 5328 (Class D) for cold water servces with joints and including all fitting and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 5328 (Class D) for cold water services with joints and including all fittings and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 5328 (Class D) for cold water services with joints and including all fittings and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 5328 (Class D) for cold water services with joints and including all fittings and fixing clips as described :
Approved Uplasticised P.V.C pipe to B>S> 5328 (Class D) for cold water services with joints and including all fitting and fixing clips as described :
15mm dia tubing chased into brtickwall and concrete as rising main
15mm dia laid on floor slab
15mm dia tubing chased into brickwall and concrete
15mm dia fixed in ceiling space
19mm dia rising pipe fixed in ceiling
19mm diameter free standing pipe
Liase with syabas including all submission, inspection, and collection of water meter, and install in position including all necessary accessories and connectors (Item)
On completion of cold water installation, test all piping and fitting for watertightness, make good any defects and leave everything in perfect entire to the satisfaction of S.O and Local Authority .
On completion of cold water installation, test all piping and fitting for watertightness, make good any defects and leave evertyhing in perfect working order tot he entire satisfaction of the S.O and Local Authority
Liase with syabase including all submission, inspection, collection of water meter and install in position including all necessary accessories and connector . (Item)
100mm dia high prressre equilibrium ball valve including all necessary accessorie
350(nominal) gallon polyetherne water tank complete with matching removable cover including hoisting and placing in position above 6.00m high above ground level (no_
19mm diameter water tank connector with backnut including forming perforation through water tank and jointing to pipe (No) .
Excavate trench to falls commencing from formation level, for 19mm dia pipe, n.e. 1.5m deep, average 900mm deep, get out, part return, fill in and ram, spread in remainder load, using contractor own dump
APproved Uplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services including necessary accessories and fixing clips as described :
16mm diameter laid on floor slab
Extra over for tees
extra over for bend
16mm diameter tubing chased into brickwall and concrete as rising main
extra over for tees
extrea over for bend
16mm diameter tubing chased into b rickwall and concreete
extra over for tess
extra over for bend
19mm diameter water tank connector with union and backnut including perforation through water tank and jointing to pipe (no)
350 (nominal) galloons approved polyethene water storage tank complete with matching removable cover including hoisting and placing in position above 6.00m above ground floor level (No)
350 (nominal) gallons approved polyethhene water storage tank complete with matching remoable cover including hoisting and placing in position above 6.00m above ground floor level (No)
350 (nominal) gallons water tank
Excavate trench to falls commencing from formation levels, for 19mm dia pipe, n.e 1.50m deep, average 900mm deep, get out, part return, fill and ram, spread in making up levels, direct to remainder load, cart away to Contractor own dump (m)
Approved Uplasticised P.V.C pipe to B.S (Class ) including necessary accessories and fitting clips as described ;
19mm tubing chased to brickwall and concrete as rising main
19mm tubing chased to brickwall and concrete
19mml dia laid on floor slabb
19mm dia rising main as free standing
19mm dia rising main fixed in ceiling space
19mm dia overflow pipe fixed in ceiling
fitting and valve as described
extra over for 1939 x 133 bend
extra over for 13x1ee1x13 tees
19mm approved chrominium brass high pressure screwdown stopcock jointed to abs pipe (measure separetlely )
19mm diameter water tank connector with union and backnut including peforation through water tank and jointing to pipe (No.)
100mm approve high pressure equilibrium ball valves including all necessary accessories and fitting connector to water tank and joint to abs pipe (no_
350 (nominal ) gallons polyethene water storage tank complete with removable cover including hoisting and placing in position 6.00m above ground floor level . (no)
Liase with syabas including all submission, inspection, collection of water meter and install in position including all neccessory acdcessories and connectorr (item)
In completion of cold water installation , testing all fitting and piping for watertighness, make good any defect , and leave evertyhing in perfect working oder to the entire satisfaction of the S.O and Local Authrity .
In completion of cold water installation, testing all fitting and piping for watertighness, make good any defect, and leave everything in perfect working order to the entire satisfaction of the S.O and Local Authority .
Soil
Excavate trench to falls commencing from formation level for 19mm dia pipe, n.e. 1.5m , average 1.50m , part reutn, get out, fill and ram, spread in making up level, direct to remainder load and cart away to Contractor;s own dump .
__ mm wide x __mm thick approved crusher run as described laid under 19mm diameter piepe, spread, levelling , well compacted including hauching both side with similar material __mm high ( pipe measured separately ) all as per drawing.
Unplasticiseed P.V>C pipes and fitting to B.S> 4660 and B.S. including necessary fitting and accessories as described :
16mm dia pipe waste pipe as described laid in treench (measured separately)
16mm dia waste pipe fixed to soffit including approved holderbats
16mm dia waste pipe fidxed to wall including approfced holder
16mm dia anti-syhoine pipe chased to brickwall
Extra over for s33 x 33 bend
ext5ra over for 24343 x 333 tees
mm approved heavy duty floor trap complete with including all necessary and accesssories jointed to mm dia waste pipe outlet (No)
Approved cast iron floor traps io complete with inclduing all necessayr raising piece, 10mm chrome braas grating and frame and setting trap in concrtete floor and jointing to pip[e (No)
Gully trap consisting fo chamber internal size 1500mm x 150mm 600mm deep to invert constructed of 100mm mass concrete Grsade 20 base and sides and rendered with 19cement and sand (1:3) internally, 150mm x 150mm cast iron frme and 1000mm diamtrer salt-glazed-ware gully trap set in base of chamber and complete with 150mm x 150mm mild steel grating including all necessary excavation, formwork and joint to inlet and outlet pipe.
22 galvnised steel sheting painted with one coat of ICI paint, one undercoat, two coat of oil paint as descried :L
2013年8月17日星期六
2013年8月16日星期五
On Completion of the cold water installation, test all piping and fitting for watertighness , make good any defect,and leave everything in perfect entire to the satisfaction of the S.O and Local Authority .
On completiuon of the cold water installation, test all piping and fitting for watertightness, make good any defect, and leave everything in perfect to the entire satisfaction of S.O and Local Authorities.
Liase with SYABAS for all submission, inspection, collection of water meter, install in position including all necessarty accessories and connection
Liase with SYABAS including all submission, inspection, collection of water meter, install in position inclduing all necessary accessories and connection
On completion, for cold water installation, test all piping and fitting for waterttightness, make good any defect and leave everything in perfect entire to the satisfaction of the S.O.
Soil and water plumbing
Excavate trench to falls, commencing from formation level, for 19mm dia pipe not exceeding 1.50m deep average 900mm deep, part return, fill and ram, deposit and spread in making up level, direct to remainder load and cart away to contractor own dump (m)
Excav
mm wide x mm thick approved crusher run as describe laid under 19mm dia pipe, spread levelled and well compacted including haunching both sides of pipes with similar material mm high ( pipe measured separately) all as per drawing. (m)
Unplasticised P.V.C pipe and fitting to B.S> 4660 and B.S. 5255 as described
mm diameter waste pipe as described jointed and laid in trench (measured separated) (m)
mm diamter laid fixed to soffit includig approved holderbats (m)
mm diamter waste pipe fxied to soffit including approved holderbats
mm diamter vent pipe fixed to wall including approved holder bath
mm diamter waste pipe including jointing laid in trnehc
mm diamter waste pipe fixed to wall including approved holderbats
mm diamter waste pipe as descriebnd laid in trnech
mm diamter waste pipe fixed to soffit including approved hoilder bats
mm diamter anti-syphone pipe chased into brickwall and concrete.
mm approved heavy-duty U.P.V.C high invest floor trap complete with and including all necessary fitting and accessories and setting trap in concrete floor and jointing to pipe out
On completion of Sanitary Plumbing Installation, testing all piping and fitting for watertigtness, make good any defect and leave everything in perfect working order to the entire satisfaction of the S.O and Local Authorities (Item)
On completeion of the Sanitary Plumbing Installation, testing all piping fitting for watertightness, make good any defect and leaver everything in perfect working order entire to the satisfaction of the S.O .
On completiuon of the cold water installation, test all piping and fitting for watertightness, make good any defect, and leave everything in perfect to the entire satisfaction of S.O and Local Authorities.
Liase with SYABAS for all submission, inspection, collection of water meter, install in position including all necessarty accessories and connection
Liase with SYABAS including all submission, inspection, collection of water meter, install in position inclduing all necessary accessories and connection
On completion, for cold water installation, test all piping and fitting for waterttightness, make good any defect and leave everything in perfect entire to the satisfaction of the S.O.
Soil and water plumbing
Excavate trench to falls, commencing from formation level, for 19mm dia pipe not exceeding 1.50m deep average 900mm deep, part return, fill and ram, deposit and spread in making up level, direct to remainder load and cart away to contractor own dump (m)
Excav
mm wide x mm thick approved crusher run as describe laid under 19mm dia pipe, spread levelled and well compacted including haunching both sides of pipes with similar material mm high ( pipe measured separately) all as per drawing. (m)
Unplasticised P.V.C pipe and fitting to B.S> 4660 and B.S. 5255 as described
mm diameter waste pipe as described jointed and laid in trench (measured separated) (m)
mm diamter laid fixed to soffit includig approved holderbats (m)
mm diamter waste pipe fxied to soffit including approved holderbats
mm diamter vent pipe fixed to wall including approved holder bath
mm diamter waste pipe including jointing laid in trnehc
mm diamter waste pipe fixed to wall including approved holderbats
mm diamter waste pipe as descriebnd laid in trnech
mm diamter waste pipe fixed to soffit including approved hoilder bats
mm diamter anti-syphone pipe chased into brickwall and concrete.
mm approved heavy-duty U.P.V.C high invest floor trap complete with and including all necessary fitting and accessories and setting trap in concrete floor and jointing to pipe out
On completion of Sanitary Plumbing Installation, testing all piping and fitting for watertigtness, make good any defect and leave everything in perfect working order to the entire satisfaction of the S.O and Local Authorities (Item)
On completeion of the Sanitary Plumbing Installation, testing all piping fitting for watertightness, make good any defect and leaver everything in perfect working order entire to the satisfaction of the S.O .
2013年8月15日星期四
Cold water plumbing system
Excavate trench to falls commencing from formation level for 19mm diameter pipe not exceeding 1.50m deep and average 1100mm deep, get out , part return, fill in and ram and spread in making up levels where directed within the sitre and remainder load and cart away to contractor's own dump (m)
Excavation trench to falls commencing from reduce level for 19mm diameter pipe not exceeding 1.50m deep and average 1100mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor;s own dump (m)
Excavation trench to falls commencing from reduce level for 19mm diamter pipe not exceeding 1.50m deep, average 800mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor's own dump (m)
Excavation trench to falls commencing from reduce level for 19mm diameter pipe not exceeding 1.50m deep, average 1100mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor;s own dump (m)
Approved Uplasticised P.V.C pipe to B.S 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings clips as described :
Approved Uplastricised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings clips as described :
Approved Uplasticised P.V>C pipe to BS 3505 (Class D) for cold water services with jonts including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
APproved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings and fixing clips as described :
APproved Unplasticised P.V.C pipe to B.S. 35-5 (C;ass D), for cold water services including ftting and fixing clips as described
19mm diameter tubing chasing to brickwall or concrete as rising main (m)
19nmm diameter tubing chasinbg to brickwall or concrete
19mm diameter laid on floor slab (m)
19mm diameter fixed in ceiling space (m)
19mm diameter overflow pipe fixed in ceiling space (m)
Fittings and valves as described :
- 19mm diameter approved chromium brass high pressure screwdown stopcock and jointing to ABS pipe (measured separated) (No.)
- Extra over for 19mm x 19mm x 9mm UPVC tee (No)
- Extra over for 19mm x 19mm UPVC bend
- 19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No.)
- 100mm diameter approved brass high pressure equilibrium ball valve with blown copper float and horizontal inlet and vertical cylinder and connection to water tank with union and backnut and jointing to pipe (No)
- 350mm (Nominal) Gallons approved polyehtylene water storage tank complete with matching removable cover including hoisting and placing in position approcimately 6.60m high above groun floor level (N0.)
- 350 (Nominal) gallons approved polyehytylene water storage tank complete with matching removable cover including hoisting and placing in position approximately 6.60m high above ground floor level (No.)
350(Nominal) gallons approved polyethylene water storage tank complete with matching removable cover including hoisting and placing in position approximately 6.60m high above ground floor level (No).
- Liase with local authority including all submission, inspection and collection of water meter and install in position including all necessary accessories and connections (Item)
On completion of coled watert installation, test all pipings and fittings for water rightiness, make good any defect and leva everthing in perfect working order to the entire satisfaction of the S.O. and Local Authroities (Item)
Soil and water plumbing system
1) Excavate trench to falls for 19mm diameter pipe not exceeding 1.50m deep and average 900mm deep , get out, part return, fill in and ram, deposit and spread in making up levels where directed within the site remainder load and cart away to COntractor;s own dump (m)
2) ( )mm wide x ( ) mm thick approved crusher run as described under ( ) mm diameter pipe, spread, levelled and well
On coimpletion of cold water instalation, test all pipings and fittings for watertightness, make good any defects and leave everything in perfect order to the entire satisfaction of the S.O and Local Authrities
On completionj of cold water installation, testing all piping and fitting for watertighness , make good any defect and leave everything in perfect order to the entire satisfaction of the S.O and Local Autorities
On completion of the installation of cold water , testing all pipings and fitting for watertightness, make good any defect and leave everythinbg in perfect working order to the entire satisfaction of the S.O and local auth9orities .
On completion of the cold wter installation, testing and fitting all pipings, for watertightness and make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and local authorities.
Fitting and valves as descrinbed :
1) Extra over for 19mm x 19mm x 19mm tees (no )
2) Extra over for 19mm x 19mm bend (no)
3) 19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No.)
4) 100mm diameter approved chromium brass high pressure screwdown stopcock and jointing to ABS pipe (measured separetely) N0
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
10mm diameter water tank connector with union and backnut includng forming perforation through water tank and jointing to pipe (No)
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
Liase with Syabas including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connections (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection o f water meter and install in poosition including all necessary accessories and connection ( item)
Liase with syabas including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAs including all submission, inspection, collection of water meter and install in position inclduing all necessary accessories and connection (Item)
Liase with SYABAS including all submission, inspection, collection of water meter and installl position ioncludiong all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (ITEM)
Liase with SYABAS including all submission, inspection, collection of water meter, and install in position including all necessary accessories and connection (Item)
Liase with SYABAS including all submission, inspection, collection of water meter , and install in position including all necessary accessories and connection (Item)
On completion of cold water installation, test all piping and fitting for watetightnbess, make good any defects and leave everything in perfect order to the entire satisfaction of the S.O and Local Authrotieis (item) .
On completion of cold water installation, test all piping and fitting for watertighness, make good any defect and leave everything in perfect order to the entire satisfaction of the S.O and Local AUthrotiies (Item)
Excavate trench to receive 19mm dia pipe not exceeding 1.0m deep, average 900mm deep, get out, part return, fill and ram , desposit and spread in making up level s where directed within the site remainder load cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.0m deep, average 900mm deep, get out, part return, fill and ram, deposit and spread in making up level's where directed within the site remainder load, cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.50m deep, averag3 900mm deep, get out, part return, fill in and ram and spread in making up level where directed within the site remainder load cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.50m deep, average 900mm deep, get out, part reutn, fill in and ram and spread in making up level where directed within the site remainder load cart away to Contractor own dump
mm wide x mm thick approved crusher run as described uinder mm diameter pipe, spread, levelled and well compacted including haunching both sides of pipes with similar material mm high ( pipe measured separately) all as per drawing (m)
mm wide x mm thick approved cruhser run as described under mm diameter pipe, spread, levelled and well compacted including haunching bothj sides of pipes with similar material mm high (pipe measured separetely) all as per drawing. (m)
Unplasticised P.V.C pipes and fittings to B.S. 4660 and B.S. 5255 as described
mm diameter waste and soil pipe dropper fixed to wall with including approved holderbats (m)
mm diameter waste pipe as described jointed and laid in trench (measured separated)(m)
mm diamter soil pipe fixed to soffit with including approved holderbats (m)
mm diameter waste pipe ditto (m)
mm diamtrerwaste pipe as described jointed and laid in tre3nch ( measured separately)
mm diameter soil pipe as described jointed and laid in trench . (measured separately)
mm diamter soild pipe fixed to soffit including approved holderbats(m)
mm diameter waste and soil pipe dropper fixed to wall with and including approved holderbats (m)
mm diameter vent pipe fixed to wall and including approved holderbats (m)
mm diameter waste pipe ditto (m)
mm diameter waste and soil pipe dropper fixedf to wall with and including approved holderbats (m)
\
Liase with syabas including all submission, inspection and collection og water meter a nd install in position including all necessary accessories and connection (item)
Liase with syanbasincluding all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection ( item)
Liase with SYABAS including all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection (item)
Liase with SYABAS including all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection (item)
Liase with SYABAS inbcluding all submission, inspection, collection of water meter, and install in position including all necessary accessories and connections (items)
On completion of Cold water installation, test all pipings and fittings for watertighness, make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and Local Authorities (Item)
On Completion of Cold water installation , test all piping and fitting for water tightness , make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and Local AUthority
Excavation trench to falls commencing from reduce level for 19mm diameter pipe not exceeding 1.50m deep and average 1100mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor;s own dump (m)
Excavation trench to falls commencing from reduce level for 19mm diamter pipe not exceeding 1.50m deep, average 800mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor's own dump (m)
Excavation trench to falls commencing from reduce level for 19mm diameter pipe not exceeding 1.50m deep, average 1100mm deep, get out, part return, fill in and ram and spread in making up levels where directed within the site and remainder load and cart away to contractor;s own dump (m)
Approved Uplasticised P.V.C pipe to B.S 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings and fixing clips as described :
Approved Uplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings clips as described :
Approved Uplastricised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings clips as described :
Approved Uplasticised P.V>C pipe to BS 3505 (Class D) for cold water services with jonts including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
Approved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fitting and fixing clips as described :
APproved Unplasticised P.V.C pipe to B.S. 3505 (Class D) for cold water services with joints including fittings and fixing clips as described :
APproved Unplasticised P.V.C pipe to B.S. 35-5 (C;ass D), for cold water services including ftting and fixing clips as described
19mm diameter tubing chasing to brickwall or concrete as rising main (m)
19nmm diameter tubing chasinbg to brickwall or concrete
19mm diameter laid on floor slab (m)
19mm diameter fixed in ceiling space (m)
19mm diameter overflow pipe fixed in ceiling space (m)
Fittings and valves as described :
- 19mm diameter approved chromium brass high pressure screwdown stopcock and jointing to ABS pipe (measured separated) (No.)
- Extra over for 19mm x 19mm x 9mm UPVC tee (No)
- Extra over for 19mm x 19mm UPVC bend
- 19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No.)
- 100mm diameter approved brass high pressure equilibrium ball valve with blown copper float and horizontal inlet and vertical cylinder and connection to water tank with union and backnut and jointing to pipe (No)
- 350mm (Nominal) Gallons approved polyehtylene water storage tank complete with matching removable cover including hoisting and placing in position approcimately 6.60m high above groun floor level (N0.)
- 350 (Nominal) gallons approved polyehytylene water storage tank complete with matching removable cover including hoisting and placing in position approximately 6.60m high above ground floor level (No.)
350(Nominal) gallons approved polyethylene water storage tank complete with matching removable cover including hoisting and placing in position approximately 6.60m high above ground floor level (No).
- Liase with local authority including all submission, inspection and collection of water meter and install in position including all necessary accessories and connections (Item)
On completion of coled watert installation, test all pipings and fittings for water rightiness, make good any defect and leva everthing in perfect working order to the entire satisfaction of the S.O. and Local Authroities (Item)
Soil and water plumbing system
1) Excavate trench to falls for 19mm diameter pipe not exceeding 1.50m deep and average 900mm deep , get out, part return, fill in and ram, deposit and spread in making up levels where directed within the site remainder load and cart away to COntractor;s own dump (m)
2) ( )mm wide x ( ) mm thick approved crusher run as described under ( ) mm diameter pipe, spread, levelled and well
On coimpletion of cold water instalation, test all pipings and fittings for watertightness, make good any defects and leave everything in perfect order to the entire satisfaction of the S.O and Local Authrities
On completionj of cold water installation, testing all piping and fitting for watertighness , make good any defect and leave everything in perfect order to the entire satisfaction of the S.O and Local Autorities
On completion of the installation of cold water , testing all pipings and fitting for watertightness, make good any defect and leave everythinbg in perfect working order to the entire satisfaction of the S.O and local auth9orities .
On completion of the cold wter installation, testing and fitting all pipings, for watertightness and make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and local authorities.
Fitting and valves as descrinbed :
1) Extra over for 19mm x 19mm x 19mm tees (no )
2) Extra over for 19mm x 19mm bend (no)
3) 19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No.)
4) 100mm diameter approved chromium brass high pressure screwdown stopcock and jointing to ABS pipe (measured separetely) N0
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
10mm diameter water tank connector with union and backnut includng forming perforation through water tank and jointing to pipe (No)
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
19mm diameter water tank connector with union and backnut including forming perforation through water tank and jointing to pipe (No)
Liase with Syabas including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connections (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection o f water meter and install in poosition including all necessary accessories and connection ( item)
Liase with syabas including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (item)
Liase with SYABAs including all submission, inspection, collection of water meter and install in position inclduing all necessary accessories and connection (Item)
Liase with SYABAS including all submission, inspection, collection of water meter and installl position ioncludiong all necessary accessories and connection (item)
Liase with SYABAS including all submission, inspection, collection of water meter and install in position including all necessary accessories and connection (ITEM)
Liase with SYABAS including all submission, inspection, collection of water meter, and install in position including all necessary accessories and connection (Item)
Liase with SYABAS including all submission, inspection, collection of water meter , and install in position including all necessary accessories and connection (Item)
On completion of cold water installation, test all piping and fitting for watetightnbess, make good any defects and leave everything in perfect order to the entire satisfaction of the S.O and Local Authrotieis (item) .
On completion of cold water installation, test all piping and fitting for watertighness, make good any defect and leave everything in perfect order to the entire satisfaction of the S.O and Local AUthrotiies (Item)
Excavate trench to receive 19mm dia pipe not exceeding 1.0m deep, average 900mm deep, get out, part return, fill and ram , desposit and spread in making up level s where directed within the site remainder load cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.0m deep, average 900mm deep, get out, part return, fill and ram, deposit and spread in making up level's where directed within the site remainder load, cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.50m deep, averag3 900mm deep, get out, part return, fill in and ram and spread in making up level where directed within the site remainder load cart away to Contractor's own dump (m)
Excavate trench to receive 19mm dia pipe not exceeding 1.50m deep, average 900mm deep, get out, part reutn, fill in and ram and spread in making up level where directed within the site remainder load cart away to Contractor own dump
mm wide x mm thick approved crusher run as described uinder mm diameter pipe, spread, levelled and well compacted including haunching both sides of pipes with similar material mm high ( pipe measured separately) all as per drawing (m)
mm wide x mm thick approved cruhser run as described under mm diameter pipe, spread, levelled and well compacted including haunching bothj sides of pipes with similar material mm high (pipe measured separetely) all as per drawing. (m)
Unplasticised P.V.C pipes and fittings to B.S. 4660 and B.S. 5255 as described
mm diameter waste and soil pipe dropper fixed to wall with including approved holderbats (m)
mm diameter waste pipe as described jointed and laid in trench (measured separated)(m)
mm diamter soil pipe fixed to soffit with including approved holderbats (m)
mm diameter waste pipe ditto (m)
mm diamtrerwaste pipe as described jointed and laid in tre3nch ( measured separately)
mm diameter soil pipe as described jointed and laid in trench . (measured separately)
mm diamter soild pipe fixed to soffit including approved holderbats(m)
mm diameter waste and soil pipe dropper fixed to wall with and including approved holderbats (m)
mm diameter vent pipe fixed to wall and including approved holderbats (m)
mm diameter waste pipe ditto (m)
mm diameter waste and soil pipe dropper fixedf to wall with and including approved holderbats (m)
\
Liase with syabas including all submission, inspection and collection og water meter a nd install in position including all necessary accessories and connection (item)
Liase with syanbasincluding all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection ( item)
Liase with SYABAS including all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection (item)
Liase with SYABAS including all submission, inspection, and collection of water meter including install in position including all necessary fixing and connection (item)
Liase with SYABAS inbcluding all submission, inspection, collection of water meter, and install in position including all necessary accessories and connections (items)
On completion of Cold water installation, test all pipings and fittings for watertighness, make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and Local Authorities (Item)
On Completion of Cold water installation , test all piping and fitting for water tightness , make good any defects and leave everything in perfect working order to the entire satisfaction of the S.O and Local AUthority
2013年7月13日星期六
Determination of contractor;s Employment By Employer
2.0 Architect Instruction (AI)
2.1 Contractor to comply with AI that has been emplowered to be issued.
- Comply" does not necessary mean Contractor have to carry out the instruction forthwith. So long as the Contractor acts on the instruction, he deemed to have complied-e.g. if Contractor has query on the instruction, to seek clarification or further explanation.
- Architect can delegate his dueties/ authorities in writing to another Consultant, including issuance of instruction - provided for under Article 4 and 7 . Only relevant Consultants can issue instruction to Contractor e.g. M&E engineer cannot instruct on pilling.
- Employer/ his representative and site staffs cannot issue instructions. Employer requirements be conveyed through Architect via AI.
- No provision for Architect to instruct Stop Work Order.
2.2 Instructin be writing and titled " AArchitect's Instruction". Other forms e.g. drawing, minutes of meetingsetc, can be Ai if :
(a) Contractor confirm them in writing to Architect in ' Confirmation of Architect's Instruction". (CAI), or
(b) Architect confirms it with AI.
- Architect's / other consultant's letter, minutes of site meeting, recording in site diary and VO consider as other written forms ?
2.3 If Contractor is doubful of Architect's right to issue an instruction, Contractor can request Architect to specify clauses AI issued under. If Contractor then complies AI without questioning whether clauses correct, then such AI deemed given under the rightful clause.
2.4 If Contractor does not complied AI within specifying time which shall be minimum 7 days. Employer can pay other Person to carry out AI. Cost involved, including additional cost be set-off by Employer.
- Contractor can dispute such cost if found unfair.
- Ratjer tjam emgaging other Person straight away when Contractor not comply AI, case law requires Employer, through Architect to write to Contractor stating intention to employ other Person, specifying cost . Only if Contractor still not complies another 7 days, can Employer employ other Person.
3.0 Contract Document, Programme and As-built drawings.
3.1 Sections of Contracts Documents explain each other . Conflict / inconsistencies found be given the following order of importance :
(a) from Letter of Award (LA), to
(b) Articles of Agreements
(e) Contract Bills
(D) any other documents.
3.4 Contractor to apply in writting in sufficient time to Architect requesting for further construction drawings or info, etc.
- " Sufficient time" can be subject to dispute. TO avaoid dispute and delay to construction works, it is good practice for Contractor to study as early as possible all drawings/ documents issued to him. Request early for further drawings for clarification or amplification.
3.6 Works Programme not forms part of Contract
- Not practical to form part of Contract as the intended benefit is unenforceable or impractical i.e. with a fixed programme, cannot extend contract period even with Variations and Eot .
3.7 Architect's consent of Works Programme does not relieve Contractor of responsibilities under Contract. Architect uses Programme to monitor progress and for assessment of EoT.
- If Achitect approves Programe, Architect becomes liable for its failure.
3.10 Contractor and NSC to supply 4 sets of As- built Drawings, manual on operation and maintenance ( O & M) of works to Architect when requitred.
- Good practice for Conractor to prepare ealry because Consultants need to vet them for erros or incomplete details
- If as-built survey is required and to avoid dispute, this requirement should be specifically written into the Contract.
4.0 Statutory Obligations , Notice, Fees and Charges
4.1 Contractor complies with and submits notices required by laws, conditions, etc. of Authroities and Services Provider.
4.2 Contractor writes to Architect of inconsistencies between Contract and Laws, etc . before carrying out such works.
4.3 If Contractor not receive AI after 7 days from Architect receip of Contractor's notice, Contractor can carry out works conforming laws, which then becomes Variation.
- Contract specifies Contractor given notice to Architect only but case law requries Architect to have received notice.
4.4 Contractor pays and indemnify Employer against liability of this clause or be set-off by Employer, including additional cost.
5.0 Levels and setting out of the works
5.1 As long as Architect has issued accurate and sufficient drawings to Contractor for setting out and on required levels , it is entirely Contractor's responsibility to set out correctly at site.
- Even if Consultants/ Site Staffs inspected the setting out, it was done in good faith. No liability is involved. Contractor is still solely answerable to his own mistakes. It is better for Contractor to engage licensed land surveyor to carry out setting out . Most Consultants nsisted on this and so do some Local Authorities.
Contractor to rectify wrong setting out at own cost unless with Employer consent, Architect accepts errors. In this case, the amount equivalent to loss of value suffered by Employer or reduced cost to Contractor whichever is higher shall be set-off by Employer.
6.0 Materials, Goods & Workmanship To Conform to Description, Testing & Inspection
6.1 Works practice for Consultants to request for product catalogues, test certificates/ results , manuals , etc/ for critical materials / components like fire rated roller shitters, concrete test cubes, water proofing materials, concrete piles, etc., to ensure compliance with Contract.
6.3 AI can be issued to Contractor to open up works for inspection/ test. Cost of openings up, tests and makings good be added to Contract sum ( paid by Employer) unless:
(a) already in Contract
(b) non compliance of Contract by Contractor was found. In which case, such cost be borne by Contractor i.e. if Contractor was found using wrong materials.
(c) test/ open up required due to default / breach of Contract by Contractor.
- Before covering up critical trades, Contractor to give 2 days advance notice in writting to COnsuyltants / Site Staff for inspection, e.g. reinforcement to second floor r.c. slab before concreting, erection of roof trusses before tiling roof, to check . tes tbricks of structural wall , ensure re3quired cube results checked before laying brickwork on r.c. beams , etc.
- If Contractor did not give the necessary notice for inspection but proceeded with covering up workjs , then Consultant can instruct such works to be open up for inspection or testing . If unsatisfactory works be found , Consultant can instruct for similar works to be demolished for reconstruction. ALl cost incurred borne by Contractor, even if opened up works were found to be in order.
- On the other hand, if Contractor has given the necessary notice but Consultant did not inspect and instructed for such works be opened up later, then cost incurred be added to Contract Sum unless unsatisfactory works were found.
6.5 Rejected works and materials
(a) Architect to issue to issue instruction to Contractor to remove all demolished / rejected materials from site as soon as possible, to avoid reuse.
- Good for Contractor to comply early to avoid problems f workmen unintentionally reusing rejected material
(e) with Employer's consent, Architect can accept lower valued, non-defective works by issuing VO for reduction in value and payment to Contractor also reduced. Contractor stil liable for such works.
6.8 Even with warranty from manufacturer / proprietor of system, Contractor still liable for works as far as Contract is concerned .
7.0 Royalties and Intellecture property right
8.0 SITE AGENT
- nowadays, preferred to be known as Contractor's Representative/ Site Manager .
8.2 Any instruction / direction issued by Architect / Site Staffs to Site Agent/ assitants is deemed issued to Contractor who shall be responsible for subsequent action.
8.3 Architect has the right to instruct Contractor to dismiss Site Agent / assitants with valid reason.
10.0 Site Staff
Site Staff usually refers to CoW. Common to have resident architect / engineer for big/ complex projects. THey are also known as Site Staffs.
10.1 Site Staff employed by Employer are inspectos at site , on behalf of project Consultants. Some resident architect/ engineer may be stationed at Site as Consultants assistans or as Site Staffs. This be made known to COntractor in writing , in advance.
- Contractor is responsible to pay Site Staffs' O.T. where required.
10.2 Site Staffs can issue directions which have no effect and not be complied with by Contractor unless on matters which Architect has given written permission to Site Staff to do so . Directions involving Variations have no effect unless confirmed by AI.
11.0 VARIATIONS, PROVISIONAL AND PRIME COST SUMS
Not only apply to addition to Contract SUm but can also be omission e.g. instruction gien to do less or omit work.
Important for Consultant sand Contractor to work closely and sincerely to resolve Variations for the good of the project. A common area of dispute.
Architect cannot give Variation to omit work in order to award to others.
11.1 Variations means:
(a) changes to design, quality and quantity of works.
(b) changes to materials or goods.
(c) removal of works constructed or materials / good brought to site meant for the project.
(d) changes to provisions e.g. restrictions on working hours and space, access, non- utilization of certain part of site or the execution of works in a particular order. Exclude instruction to cure default or breach of contract by Contractor.
25 - Notice of determination is issues by Employer . If Architect issues, he must express in notice that he has been instructed by Employer to do so.
25.1 Employer can determine Contractor's employment under the Contract due to anyone of the following Contractor's default:
25.1 (a) failts to start works
25.1 (b) suspends works without contractially valid reasons
(c) Stop work, start and stop again
(d)persistently no comply with AI
(e) assign and sub-contract where not permitted by Contract
(f) abandoned works
- If a Contract is determined, it does not mean it ceases to apply i.e. it does not come to an end but remain in force. The clauses within can still be enforced. An example is Final Account still has to be prepared and settled .
25.2 Procedure to be adhered to by Employer to by Employer/ Architect to proceed with determination of Contractor's employment.
- issue written Letter/ Notice of Default to Contractor, by registered post/ hand delivery specififying Contractor default.
- Upon receipt of notice, if Contractor continue dault for 14 days , Architect can advise Employer to determinate contract within the next 10 days. If Empployer.decide on determination within this period, then Employer shall write to ｃｏｎｔｒａｃｔｏｒ by registered post/ hand delivery. Determination is effective on Contractor receiving notification. Should Employer not issues determination notice inside the 10 days, the process required of the 14 and 10 days respectively be repeted.
- If Contractor discontinue default upon receiving warning, then Employer cannot proceed with determination. However, if Contractor repeat the same default after that , no wareni ng letter is required . . Employer can straight away issue letter of determination.
clause 25.3 When Contratctor becomes insolvent, bankrupt, etc., employment of Contractor is immediately automatically determined.
- Contract does not require Contractor to report insolvency, etc. Therefore Employer relies on 3rd party's report e.g. receive who may not do so. Determination may be based on hearsay, risking invalidation.
clause 25.4 Upon determination of contract :
(a) Contractor stop all construction work, leave and hand site back to Employer .
- If Contractor stops all construction works, leave and hand Site back to Employer.
- If Contractor refused to leave site, employer can apply to the courts for an eviction order/ prohibility injunction with determination notice. Police to enforce order.
- Employer repossesses Site and awards remaining works to another Contractor
- Employer claims against performance bond.
-Contractor leaves behind all machineries, plant ( except hired), equipment, material and temporary buildings for use by new Contractor.
Those paid for by Employer, belong to him. New Contractor can use.
- Those unpaid but found useful, new Contractor can purchase. When instructed b Employer / Architect, Contractor to assign within 21 days of determination , agreements of hiring plants, machineries which are already at Site.
25.4(b) when required by Employer/ Architect , Contractor shall within 21 days of determination , assign agreements for supply materials, to Employer.
25.4 (c) When instructed by Architect, Contractor to remove from Site, temporary buildings, plants, tool etc. Failure to remove, these ( except hired) can be removed ro sold by Employer.
- Deduct all cost of selling .
- Balance be used to set-off with money owed to Employer by Contracto .
- Any remaining money be reutned to Contractor
25.4 (d) Contractor to pay cost of completi ng Works and losses / damages suffered by Employer as a rtesult of the determination . No futher payment , including certified amount to Contractor until final completion.
25.5 Architect / Q.S within 28 days organizes joint inspection/ record Works done and materials on Site for evaluation .
25.6 Architect / Q.S. within 6 months of completion of Works, submit to Employer and Contractor final account on cost to complete Works, amount certified and paid to Contractor previosuly, Liqyuidated Damages./ set- off and L & E suffered by Employer.
25.6 (a) If Employer / Contractor not dispute final accoutn within 3 months, deemed agreed. if the cost of completion is higher tha the Contract Sum, , the balance be deducted from Performance Bond or a debt from Contractor to Employer. If amount is less, then differe nce be paid to Contractor .
25.6 (b) If one party disputes the final account, he writes to the other within 3 months, listing disagreement. Architect/ Q.S. within 3 months to amend or not the final account. Refer to arbitration if has further disagreement.
25.6 (c) Dispute on Liquidated Damages, set-off and if Employer want interest, then refer to arbitration.
25.7 Within 14 days of determination, Contracvyot hand possession of Site back to Employer and remove his personnel from Site. Even if determiantion found uncontractual later, Contractor only entitle to compensation for damages.
26.0 Determination of own employment by contractor
26.1 Contractor can determine his own exmployment if Employer commits the foillowing default :
26.1 (a) Employer not pay Contractor within the Period of Hounoring Certificate
26.1 (b) Employer interferes with Architect in issuing certificates .
26.1 (c) Employer fails to nominate suceeding Architect / Consultants within 28 days after the ealir consultant ceased.
- Rather than determination Contractor can choose to suspend works under that consulant's purview.
26.1 (d) Works suspended longer than Period of Delay ( usually a continuous period of 3 months ), due to the following :
26.1 (d) (i) AI on discrepancies, late in handing over possession of site to Contractor or postponement / suspension of works.
26.1 (d) (ii) Contractor having applied for and not received required instruction on expenditure of P.C. and Provisional Sums, futher drawings / info.
26.1 (d) (iii) delay by Employer's direct Sub-Contractor / supplier.
26.1 (d) (iv) opening up of works for inspection / test unless Contractor's default.
26.2 a) Xontractor send writtemn Notice of Default by registered post/ hand to Employer specifying default committed by Employer. If Employer continues default for 14 days from receipt then Ｃｏｎｔｒａｃｔｏｒ within 10 days send determination letter to Employer and forthwith determine EMployment.
2.1 Contractor to comply with AI that has been emplowered to be issued.
- Comply" does not necessary mean Contractor have to carry out the instruction forthwith. So long as the Contractor acts on the instruction, he deemed to have complied-e.g. if Contractor has query on the instruction, to seek clarification or further explanation.
- Architect can delegate his dueties/ authorities in writing to another Consultant, including issuance of instruction - provided for under Article 4 and 7 . Only relevant Consultants can issue instruction to Contractor e.g. M&E engineer cannot instruct on pilling.
- Employer/ his representative and site staffs cannot issue instructions. Employer requirements be conveyed through Architect via AI.
- No provision for Architect to instruct Stop Work Order.
2.2 Instructin be writing and titled " AArchitect's Instruction". Other forms e.g. drawing, minutes of meetingsetc, can be Ai if :
(a) Contractor confirm them in writing to Architect in ' Confirmation of Architect's Instruction". (CAI), or
(b) Architect confirms it with AI.
- Architect's / other consultant's letter, minutes of site meeting, recording in site diary and VO consider as other written forms ?
2.3 If Contractor is doubful of Architect's right to issue an instruction, Contractor can request Architect to specify clauses AI issued under. If Contractor then complies AI without questioning whether clauses correct, then such AI deemed given under the rightful clause.
2.4 If Contractor does not complied AI within specifying time which shall be minimum 7 days. Employer can pay other Person to carry out AI. Cost involved, including additional cost be set-off by Employer.
- Contractor can dispute such cost if found unfair.
- Ratjer tjam emgaging other Person straight away when Contractor not comply AI, case law requires Employer, through Architect to write to Contractor stating intention to employ other Person, specifying cost . Only if Contractor still not complies another 7 days, can Employer employ other Person.
3.0 Contract Document, Programme and As-built drawings.
3.1 Sections of Contracts Documents explain each other . Conflict / inconsistencies found be given the following order of importance :
(a) from Letter of Award (LA), to
(b) Articles of Agreements
(e) Contract Bills
(D) any other documents.
3.4 Contractor to apply in writting in sufficient time to Architect requesting for further construction drawings or info, etc.
- " Sufficient time" can be subject to dispute. TO avaoid dispute and delay to construction works, it is good practice for Contractor to study as early as possible all drawings/ documents issued to him. Request early for further drawings for clarification or amplification.
3.6 Works Programme not forms part of Contract
- Not practical to form part of Contract as the intended benefit is unenforceable or impractical i.e. with a fixed programme, cannot extend contract period even with Variations and Eot .
3.7 Architect's consent of Works Programme does not relieve Contractor of responsibilities under Contract. Architect uses Programme to monitor progress and for assessment of EoT.
- If Achitect approves Programe, Architect becomes liable for its failure.
3.10 Contractor and NSC to supply 4 sets of As- built Drawings, manual on operation and maintenance ( O & M) of works to Architect when requitred.
- Good practice for Conractor to prepare ealry because Consultants need to vet them for erros or incomplete details
- If as-built survey is required and to avoid dispute, this requirement should be specifically written into the Contract.
4.0 Statutory Obligations , Notice, Fees and Charges
4.1 Contractor complies with and submits notices required by laws, conditions, etc. of Authroities and Services Provider.
4.2 Contractor writes to Architect of inconsistencies between Contract and Laws, etc . before carrying out such works.
4.3 If Contractor not receive AI after 7 days from Architect receip of Contractor's notice, Contractor can carry out works conforming laws, which then becomes Variation.
- Contract specifies Contractor given notice to Architect only but case law requries Architect to have received notice.
4.4 Contractor pays and indemnify Employer against liability of this clause or be set-off by Employer, including additional cost.
5.0 Levels and setting out of the works
5.1 As long as Architect has issued accurate and sufficient drawings to Contractor for setting out and on required levels , it is entirely Contractor's responsibility to set out correctly at site.
- Even if Consultants/ Site Staffs inspected the setting out, it was done in good faith. No liability is involved. Contractor is still solely answerable to his own mistakes. It is better for Contractor to engage licensed land surveyor to carry out setting out . Most Consultants nsisted on this and so do some Local Authorities.
Contractor to rectify wrong setting out at own cost unless with Employer consent, Architect accepts errors. In this case, the amount equivalent to loss of value suffered by Employer or reduced cost to Contractor whichever is higher shall be set-off by Employer.
6.0 Materials, Goods & Workmanship To Conform to Description, Testing & Inspection
6.1 Works practice for Consultants to request for product catalogues, test certificates/ results , manuals , etc/ for critical materials / components like fire rated roller shitters, concrete test cubes, water proofing materials, concrete piles, etc., to ensure compliance with Contract.
6.3 AI can be issued to Contractor to open up works for inspection/ test. Cost of openings up, tests and makings good be added to Contract sum ( paid by Employer) unless:
(a) already in Contract
(b) non compliance of Contract by Contractor was found. In which case, such cost be borne by Contractor i.e. if Contractor was found using wrong materials.
(c) test/ open up required due to default / breach of Contract by Contractor.
- Before covering up critical trades, Contractor to give 2 days advance notice in writting to COnsuyltants / Site Staff for inspection, e.g. reinforcement to second floor r.c. slab before concreting, erection of roof trusses before tiling roof, to check . tes tbricks of structural wall , ensure re3quired cube results checked before laying brickwork on r.c. beams , etc.
- If Contractor did not give the necessary notice for inspection but proceeded with covering up workjs , then Consultant can instruct such works to be open up for inspection or testing . If unsatisfactory works be found , Consultant can instruct for similar works to be demolished for reconstruction. ALl cost incurred borne by Contractor, even if opened up works were found to be in order.
- On the other hand, if Contractor has given the necessary notice but Consultant did not inspect and instructed for such works be opened up later, then cost incurred be added to Contract Sum unless unsatisfactory works were found.
6.5 Rejected works and materials
(a) Architect to issue to issue instruction to Contractor to remove all demolished / rejected materials from site as soon as possible, to avoid reuse.
- Good for Contractor to comply early to avoid problems f workmen unintentionally reusing rejected material
(e) with Employer's consent, Architect can accept lower valued, non-defective works by issuing VO for reduction in value and payment to Contractor also reduced. Contractor stil liable for such works.
6.8 Even with warranty from manufacturer / proprietor of system, Contractor still liable for works as far as Contract is concerned .
7.0 Royalties and Intellecture property right
8.0 SITE AGENT
- nowadays, preferred to be known as Contractor's Representative/ Site Manager .
8.2 Any instruction / direction issued by Architect / Site Staffs to Site Agent/ assitants is deemed issued to Contractor who shall be responsible for subsequent action.
8.3 Architect has the right to instruct Contractor to dismiss Site Agent / assitants with valid reason.
10.0 Site Staff
Site Staff usually refers to CoW. Common to have resident architect / engineer for big/ complex projects. THey are also known as Site Staffs.
10.1 Site Staff employed by Employer are inspectos at site , on behalf of project Consultants. Some resident architect/ engineer may be stationed at Site as Consultants assistans or as Site Staffs. This be made known to COntractor in writing , in advance.
- Contractor is responsible to pay Site Staffs' O.T. where required.
10.2 Site Staffs can issue directions which have no effect and not be complied with by Contractor unless on matters which Architect has given written permission to Site Staff to do so . Directions involving Variations have no effect unless confirmed by AI.
11.0 VARIATIONS, PROVISIONAL AND PRIME COST SUMS
Not only apply to addition to Contract SUm but can also be omission e.g. instruction gien to do less or omit work.
Important for Consultant sand Contractor to work closely and sincerely to resolve Variations for the good of the project. A common area of dispute.
Architect cannot give Variation to omit work in order to award to others.
11.1 Variations means:
(a) changes to design, quality and quantity of works.
(b) changes to materials or goods.
(c) removal of works constructed or materials / good brought to site meant for the project.
(d) changes to provisions e.g. restrictions on working hours and space, access, non- utilization of certain part of site or the execution of works in a particular order. Exclude instruction to cure default or breach of contract by Contractor.
25 - Notice of determination is issues by Employer . If Architect issues, he must express in notice that he has been instructed by Employer to do so.
25.1 Employer can determine Contractor's employment under the Contract due to anyone of the following Contractor's default:
25.1 (a) failts to start works
25.1 (b) suspends works without contractially valid reasons
(c) Stop work, start and stop again
(d)persistently no comply with AI
(e) assign and sub-contract where not permitted by Contract
(f) abandoned works
- If a Contract is determined, it does not mean it ceases to apply i.e. it does not come to an end but remain in force. The clauses within can still be enforced. An example is Final Account still has to be prepared and settled .
25.2 Procedure to be adhered to by Employer to by Employer/ Architect to proceed with determination of Contractor's employment.
- issue written Letter/ Notice of Default to Contractor, by registered post/ hand delivery specififying Contractor default.
- Upon receipt of notice, if Contractor continue dault for 14 days , Architect can advise Employer to determinate contract within the next 10 days. If Empployer.decide on determination within this period, then Employer shall write to ｃｏｎｔｒａｃｔｏｒ by registered post/ hand delivery. Determination is effective on Contractor receiving notification. Should Employer not issues determination notice inside the 10 days, the process required of the 14 and 10 days respectively be repeted.
- If Contractor discontinue default upon receiving warning, then Employer cannot proceed with determination. However, if Contractor repeat the same default after that , no wareni ng letter is required . . Employer can straight away issue letter of determination.
clause 25.3 When Contratctor becomes insolvent, bankrupt, etc., employment of Contractor is immediately automatically determined.
- Contract does not require Contractor to report insolvency, etc. Therefore Employer relies on 3rd party's report e.g. receive who may not do so. Determination may be based on hearsay, risking invalidation.
clause 25.4 Upon determination of contract :
(a) Contractor stop all construction work, leave and hand site back to Employer .
- If Contractor stops all construction works, leave and hand Site back to Employer.
- If Contractor refused to leave site, employer can apply to the courts for an eviction order/ prohibility injunction with determination notice. Police to enforce order.
- Employer repossesses Site and awards remaining works to another Contractor
- Employer claims against performance bond.
-Contractor leaves behind all machineries, plant ( except hired), equipment, material and temporary buildings for use by new Contractor.
Those paid for by Employer, belong to him. New Contractor can use.
- Those unpaid but found useful, new Contractor can purchase. When instructed b Employer / Architect, Contractor to assign within 21 days of determination , agreements of hiring plants, machineries which are already at Site.
25.4(b) when required by Employer/ Architect , Contractor shall within 21 days of determination , assign agreements for supply materials, to Employer.
25.4 (c) When instructed by Architect, Contractor to remove from Site, temporary buildings, plants, tool etc. Failure to remove, these ( except hired) can be removed ro sold by Employer.
- Deduct all cost of selling .
- Balance be used to set-off with money owed to Employer by Contracto .
- Any remaining money be reutned to Contractor
25.4 (d) Contractor to pay cost of completi ng Works and losses / damages suffered by Employer as a rtesult of the determination . No futher payment , including certified amount to Contractor until final completion.
25.5 Architect / Q.S within 28 days organizes joint inspection/ record Works done and materials on Site for evaluation .
25.6 Architect / Q.S. within 6 months of completion of Works, submit to Employer and Contractor final account on cost to complete Works, amount certified and paid to Contractor previosuly, Liqyuidated Damages./ set- off and L & E suffered by Employer.
25.6 (a) If Employer / Contractor not dispute final accoutn within 3 months, deemed agreed. if the cost of completion is higher tha the Contract Sum, , the balance be deducted from Performance Bond or a debt from Contractor to Employer. If amount is less, then differe nce be paid to Contractor .
25.6 (b) If one party disputes the final account, he writes to the other within 3 months, listing disagreement. Architect/ Q.S. within 3 months to amend or not the final account. Refer to arbitration if has further disagreement.
25.6 (c) Dispute on Liquidated Damages, set-off and if Employer want interest, then refer to arbitration.
25.7 Within 14 days of determination, Contracvyot hand possession of Site back to Employer and remove his personnel from Site. Even if determiantion found uncontractual later, Contractor only entitle to compensation for damages.
26.0 Determination of own employment by contractor
26.1 Contractor can determine his own exmployment if Employer commits the foillowing default :
26.1 (a) Employer not pay Contractor within the Period of Hounoring Certificate
26.1 (b) Employer interferes with Architect in issuing certificates .
26.1 (c) Employer fails to nominate suceeding Architect / Consultants within 28 days after the ealir consultant ceased.
- Rather than determination Contractor can choose to suspend works under that consulant's purview.
26.1 (d) Works suspended longer than Period of Delay ( usually a continuous period of 3 months ), due to the following :
26.1 (d) (i) AI on discrepancies, late in handing over possession of site to Contractor or postponement / suspension of works.
26.1 (d) (ii) Contractor having applied for and not received required instruction on expenditure of P.C. and Provisional Sums, futher drawings / info.
26.1 (d) (iii) delay by Employer's direct Sub-Contractor / supplier.
26.1 (d) (iv) opening up of works for inspection / test unless Contractor's default.
26.2 a) Xontractor send writtemn Notice of Default by registered post/ hand to Employer specifying default committed by Employer. If Employer continues default for 14 days from receipt then Ｃｏｎｔｒａｃｔｏｒ within 10 days send determination letter to Employer and forthwith determine EMployment.
2013年6月26日星期三
2013年6月9日星期日
Development Economics
Procedure of conversion and sub-division
1. the application ( in the form as statutorily required) for both conversion and sub-division is submitted to the District Land Office .
2. Upon receipt of the application , the conversion application are rederred by the District Land Office to the various technical departments and service corporations such as
1. the application ( in the form as statutorily required) for both conversion and sub-division is submitted to the District Land Office .
2. Upon receipt of the application , the conversion application are rederred by the District Land Office to the various technical departments and service corporations such as
- Agriculture Department
- State Town Planning Department
- Drainage and Irrigation Department
- Health DePARTMENT pUBLIC wORK Department
- Department of Environment
- Water Works Department
- Tenaga Nasional Berhad
- Telekom Malaysia Berhad
- Local AUthority in charge of the area of development ,eg Town Council
1. each of the above department checks the devleopment proposal from the point o view of its own requirements . These requirements are then coordinated and incorporated by the town planner into the layout plan .
2. the State land office then prepares a memorandum incorporating all the facts and comments / feeback received from the various technical departments and its own recommendations. THe memorandum is forwarded to the Director of Land and Mines for futher action .
3. Upon receit of the memorandum, the Director of Land and Mines reviews the comments and recommendations and prepares a precis incorporating all facts, figurtes and recommendations. This precis on completion is submitted to the State Executive Councl for its decisions.
4. the State Executive Council scrutinizes the application and the precis and make it considered decisions , ie rejection or approval . Pursuant to section 124 of the National Land Code , the State Authority may impose conditions including :
a payment of a further premium
b) payment of any other charges as may be prescribed
c) reservation of a new rent
d) compliance with such other requireements as the State Authority may think fit .
5. the State Executive Council then communicates its decisions to the Director of Land and MInes who in turn relays it to the district land office .
the district land office then notifies the applicant of the ultimnate decision and the terms and conditions of any approval granted. If any payment is necessary , a simultaneous request for payment inclusive of the time frame for effecting such payment is made .
6. the necessary endorsements on the title are undertaken olny upon the satisfactory compliance with all the terms and conditions of the approvals inclusive of the necessary payments by the applicant .
List of Cases
- PTG WP v Sri Lempah ( 1979)
- Ipoh Garden v PTG Perak ( 1979)
- Hassan v Ismail ( 1970 )
- Golden Approach Sdn Bhd c Pengarah Tanah dan Galian ( 2001)
- Lee Chi Min & Anor v Superintend of Land & Survey Department, Kuching ( 1981)
Amalgamation of Land
Definition
- Two or more contiguous lots of alienated land
- held under separate titles by a person
- are combined into one and
- held by him under single title .
- A developer may own adjoining lots of land which he may desire to amalgamate for the purpose of the development . He must comply witht he process of amalgamation as governed by Part Nine Chapter 3 of the National Land Code .
- Section 146(1) of the National Land Code stipulates :
- ... any person in whom two or more contiguous lots of alienated land are vested under separate Registry of land Office titles or qualified titles in continuation of final titles may , with the approval under this chapter of the State Director or Land Administrator, as provided in sub-section (2) , amalgamate those lots into one, to be held by him under a single title ...
- The application for approval must be in line with section 148 ; which in conjunction witht eh subsequent section 149 outlines the procedure involved in the amalgamation process.
- Pursuant to section 147 (2) of the National Land Code, the sanction of the State Authority required int he following circumstances :
- Where the lots to be amalgamated are all held under land Office title , and their combine areas exceed 4 hectares ;
- Where the said lots are held partly under Registry title and partly under Land Office title ;
- Where any dissimilarity exist between any of the lots in respect of
a) periods for which they are held
b) the rates at which rent is payable
c) categories of land use, conditions and restrictions in interest to which they are subject
List of Cases
Land Executive Committee of Federal Territory v Syarikat Harper Gilfillan Berhad ( 1981) federal court
Layout Plan Approval
The layout plan approval is one of the principal submissions and approvals that need to be undertaken at the early stages of the development following the feasibility stage .
Listed below are the typical requirements pertaining to Layout Plan approval for Wilayah Persekutuan :
1. the application is made to the Planning and Building Control Department ;
2. each application must have the required sets of layout plans, signed by the owner and containign details such as :
- the number and types of building proposed;
- the iuntended usage of the different types of buildings
- open spaces
- schools and community reserves ( where applicable )
- TNB substation
- Reservoir reserves for water authority requirements
- Sewerage disposal reserve
- Existing contour lines and proposed formation level ; and
- Existing natural water courses and drainage proposals .
- The application for layout approval can be coordinated with the existing gazetted zone plan of the Planning and Building Control Department .
- The layout plans are then processed by the Town Planning Committee which will seek the necessary comments / feedback from the following technical departments / service corporations against their particular requirements pertaining to the payout plan :
a) Building control Division : on building by-laws requirements;
b) Sewerage Departments on sewerage and disposal requirements ;
c) Parks and Recreation Department : on landscaping requirements
d) Urban services Department : on refuse disposal requirements
e) Civil works and traffic Management Department : on requirements concerning roads, drains , earthworks , car parking layout , street lighting, traffic flow pattern and etc ;
f) Tenaga Nasional Berhad : on eletricity supply and sub-station requirements
g) Telekom Malaysia Berhad : on telecommuinication infrastructure requirements ;
h) Drainage and Irrigation Department : on requirements pertaining to river, stream and main drainage
i) Fire services department : on fire safety requirements ;
e) Civil works and traffic Management Department : on requirements concerning roads, drains , earthworks , car parking layout , street lighting, traffic flow pattern and etc ;
f) Tenaga Nasional Berhad : on eletricity supply and sub-station requirements
g) Telekom Malaysia Berhad : on telecommuinication infrastructure requirements ;
h) Drainage and Irrigation Department : on requirements pertaining to river, stream and main drainage
i) Fire services department : on fire safety requirements ;
j) Waterworks deartment : on water supply requirements
K) Land Office : On land administration requirements
l) Malaysian highway Authoruty / Highway Planning Authority " on highway requirements
m) Department of Environment : on environmental requirements
n) Department of Civil Aviation : on civil aviation requirements ( if applicable )
- The
Layout Plan Approval
K) Land Office : On land administration requirements
l) Malaysian highway Authoruty / Highway Planning Authority " on highway requirements
m) Department of Environment : on environmental requirements
n) Department of Civil Aviation : on civil aviation requirements ( if applicable )
- The
Layout Plan Approval
- The relevant technical sub-commitee review the various technical requirements and forwards its comments / feedback to the town planning committee; which then scrutinizes the said comments / feedback and makes a decision; and
- The decisions is then comunicated to the pplicant for further action .
Planning Permission
- The planning permission ("KM") approval stage subsumes the layout plan and land conversion and subdivision approval stages of a development project in its overall ambit .
- The KM approval stage is an elaborate process that entails a hosts of procedures and activities that need to be successfully realizes if the building Plan approval stage is to commence at all .
- Owning to the variation in prodedures applicable to the various jurisdictions , the discussion ill be undertaken in the context of an application to Wilayah Persekutuan , which involves the following :
1. an application for the KM is amde to the Planning and Building Control Department
2. each application must include , inter allia :
- the required copies of site plans and sketch plan depicting essential information such as :
Planning Permission
- number of proposed building and their types ;
- proposed roads , footpaths and drains .
- Sewerage disposal
- TNB reserves
- Reservoir reserves
- Open Spaces ( as applicable )
- Schools and community reserves ( as applicable )
- Proposed landscape plans, topography plans
- the duty completed application forms
- the submission fees
- a cop of the relevant quit rent receipt
- copies of the title deed .
Planning Permission
3. Upon receipt of the KM application ; the Town Planning Comittee will process the application and solicit the view/s comments from the relevant technical departments/ service corporations involved .
4. the relevant technical department review and impose the partioculart technical requirements that need to be fulffilled these being forwarded to the Town Planning Committe.
5. Upon receipt of the feedback from the relevant technical subcommittess involved , the Town Planning Committee undertakes a review and imposes the conditions as they deem fit for the development involved.
6. the approval of the KM is then granted with its attendant condition byt he Planning and Building Control Department and the appicant notified accordingly .
Engineering Plan Approval
- All applications are prepared and submitted by the engineer, the submission being made to the City Hall Works and traffic Management Department .
- Each application comprises :
1. the necessary sets of plans , signed and certified by the submittin engineer together with the owner's details , eg signature, address etc ; such plans consisting of :
a. location plan
b. site plan shwoing th required details, eg exisitng contours, water courses, proposed formation level etc ;
c. cross section showing details such as exisitng ground levels , proposed formation etc .
d. soil investigation report
e. earthworks specifications
details on the calculation of the earthwork plus fees .
f.details on the calculation of the earthwork plus fees
g. te necessary forms duly filled in , eg form for moving earth out of site to another site for disposal ;
h. any other details, forms , information expressly required.
- Upon the payment of the necessary fees and if the application is in order, an approval is granted and communicated tot he applicant .
- This stage of the approval process spans a whole range of legislative and procedural rules and requirements and necessitates the input of a host of professionals, designers and specialists.
- As a prelude to the formal submission of the Building Plan for approval, based on the conditions contained int he DO approval and on the particular requirements of the technical departments concertned in the development process, the relevant plans are prepared and submitted to the said department . These consists of the following principal submissions :
1. City Hall Building Control Department : submissions of plans for compliance to building by-laws and to obtain approval
2. City Hall Sewerage Department : submissions of plans for sewerage and disposal requirements and to obtain approvals
3. City Hall Parks and Recreation Department : submission of plans for landscaping equirements and to obtain approval
4. City Hall Urban Services Department : submission of plans for refuse disposal requirements and to obtrain approval ;
5. City Hall Works and Traffic Management Department : submission of plans for roads , drainage, earthworks, car parking layout and traffic flow pattern requirements and to obtain approval ;
6. Drainage and Irrigation Department : submission of plans for main drainage requirements and to obtain approval
7. Fire Services Department : submission of plans for fire safety requirements and to obtain approval
8. Water works Department / Utilities Provider : submission of plans for water supply requirements and to obtain approval
9. Teneaga Nasional berhad : submission of plans for electricity supply, sub-station requirements ans to obtain approval
10. Telekom Malaysia berhad : submission of plans for telecommunication requirements and to obtain approval ;
11. Federal Territory Land Office : submission of plans for compliance with land office requirements :
12. Department of Environment : submission for compliuance with requirements pertaining to envirtonmental matters;
13. Highway Planning Authority : submission for compliance with requirements pertaining to such authority
14. Department of Civil Aviation : submission for complaince with requirements pertaining to such authority .
* Proof of submission to the technical department and of the appplication to the utility providers need to be furnised to the Planning and Building Control Department
* The application for Building Plan approval is submitted through architect and / or engineer , depending on the nature of the works to the Planning and Building Control Department .
* Each application must comprise principaly of
- the required sets of Building Plans duly signed by the owner and the submitting person .
- a set of approved DO , site plans , sketch plan and any other plans expressly required such as earthwork plans , infrastructure plans , landscape plan etc .
- copy of the title deed .
- the relevant forms for submission , duly filled in ;
- the necessary plan / processing fee .
- The Planning and Building Control Departrment processes the application and , upon receipt of the necessary reports / comments or approvals from the relevant technical departments and service corporations . utility providers , make a considered decisions ;
- If all requirements are satisfied , the Building Plan approval is granted .
2013年6月5日星期三
Groupon Scammer
Please don't use the money to buy the groupon credit .As in Malaysia , previously I brought a thousand groupon credit and credit into my account . Unfortunately the groupon credit at the end cannot be used . Please aware this kind of scammer !
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