Upload
muhammad-waqas
View
112
Download
10
Embed Size (px)
DESCRIPTION
method statement
Citation preview
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 1/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
CAI MEP INTERNATIONAL CONTAINER TERMINAL
METHOD STATEMENT OF BUILDING WORK
Page 1
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 2/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
TABLE OF CONTENS
1. Purpose Page 3
2. Work Scope Page 3
3. Reference Technical Specification Page 3
4. Reference Drawings Page 5
5. Construction Work Page
5.1 !eneral "low Chart Page
5.2 Construction Proce#ure Page $
5.2.1 Preparation Page $
5.2.2 %arth Work Page $
5.2.3 Piling Work Page &
5.2.4 Reinforce'ent Work Page 1
5.2.5 "or'work Page 1$
5.2. Concrete Work Page 1&
5.2.$ (asonr) Work Page 22
5.2.* Structural Steel + Roofing Work Page 23
5.2.& "inishing Work Page 25
5.2.1, (echanical + %lectrical Work Page 2
5.2.11 Testing -n# Trial Run Page 2*
. Construction Sche#ule Page 2*
$. rgani/ational Chart Page 2&
*. 0nspection -n# ualit) Control Page 3,
&. Safet) Control Page 3,
1,. %niron'ental Control Page 31
11. 0nspection -n# testing plan 0TP
12. -ppen#i
Page 2
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 3/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
1. PURPOSE
This (etho# State'ent is prepare# to ensure that construction of 6uil#ings for the pro7ect shall
co'pl) on plans specifications an# all releant stan#ar# an# co#e re8uire'ents in the
eecution of #ifferent work actiities to 6e perfor'e# in the construction of 6uil#ings an#
other releant structures associate# with the pro7ect in general. 0n a##ition this will sere as a
tool to gui#e all technical personnel an# la)'an eecute proper construction proce#ures
co'plie# with the 8ualit) an# safet) plans for the pro7ect.
2. SCOPE OF WORK
The scope of work coer for the construction of all 9uil#ing an# its utilities:
;o. 9uil#ing na'e Store) Structure
1 P(9 9ranch ffice 2 R C Structure
2 Securit) ffice 1 R C Structure
3 peration 9uil#ing 4 R C Structure
4 -'enit) 9lock 2 R C Structure
5 Container "reight Station C"S 1 < ( R C + Steel Structure
(aintenance Shop 1 < ( R C + Steel Structure
$ Container !ate 1 R C + Steel Structure
* Su6station 1 R C Structure
& "uel Station 1 R C + Steel Structure
1, Pu'p Station 1 R C Structure
11 (iscellaneous structures 1 R C + Steel Structure
3. REFERENCE TECHNICAL SPECIFICATION
Page 3
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 4/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
= Refer attach'ent as appen#i > 1 = -pplica6le stan#ar#s an# co#e of practice ?@A(% 00
of the Technical Specifications Part 1B Diision ,4B pp 214=1414
4. REFERENCE DRAWINGS.
Refer attach'ent as appen#i=2= Drawing list for 9uil#ing Structure P-C1=C(=9@D=!;R.
5. CONSTRUCTION WORK.
5.1 GENERAL FLOW CHART
9uil#ing work is #epicte# 6) the following flow=chart :
Page 4
%arth Work
Piling Work
Preparation
Roofing Work
(asonr) Work
Reinforce# Concrete Work
"inishing Work
Structural Steel Work
Testing + Trial Run
Co'pletion
(etal Cla##ing Work
( + % Work
?-C Plu'6ing%lectrical
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 5/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
5.2 CONSTRUCTION PROCEDUCE
The work proce#ure is #escri6e# as follows:
5.2.1 PREPARATION
Te'porar) )ar# such as stockpile an# fa6rication )ar# for 6uil#ing work shall 6e prepare#
within the site after soil i'proe'ent. @ocation an# plan shall 6e consi#ere# to aoi# traffic
an# congestions #uring 'o6ili/ation of 'aterialsB 'achines an# o6struction to construction
#uring the course of #ifferent actiities in the site.
0t is necessar) to set up a fa6rication )ar# in or#er to carr) out the fa6rication of
Reinforcing 6arsB for' workB steel fra'es an# so on. -n# alsoB those fa6ricate# BcastB
asse'6le# pro#ucts will 6e te'poraril) stocke# at the Stock )ar#. The )ar#s will 6e gra#e#
flat at the #esignate# area an# with a#e8uate #rainage.
Eoint sure) with the %ngineerFs representatie shall 6e carrie# out to esta6lish control
points an# confir' the coor#inates an# eleation prior to the co''ence'ent of the
construction works.
-fter confir'ing the coor#inates an# eleations of all the 6uil#ing locationB sure) location
for piling an# ecaation shall 6e carrie# out each stage of the works.
5.2.2 EARTH WORK
5.2.2.1 %caation work :
%caation shall 6e #one in a safe an# se8uential 'anner on the 6asis of the prepare# plan
#rawings an# in accor#ance with the instructions 6) the %ngineer.
The ecaation 'etho# is either 'achine or 'anual cutB an# care is to 6e taken not to
#istur6 the soil 6elow the supporting groun#. 0f #eep trenching nee#s shoringB proper lateral
sheeting an# struts shall 6e proi#e# for safet).
During ecaationB #rainage #itch shall 6e proi#e# an# sloping #own to su'p pit to
preent floo#ing within the work area in case rain occurs. %arth ecaation with slope# roof
an# surface #rainage to aoi# scouring off part of ecaation pit.
Ansuita6le 'aterial an# waste 'atters shall 6e re'oe# fro' site to the waste )ar# inaccor#ance with the specification re8uire'ents.
Page 5
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 6/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
-fter ecaationB the 6otto' surface of pit shall 6e co'pacte# to not less than &5G of
'ai'u' #r) #ensit) 6) i6rator) plate co'pactor an# the slope shall 6e tri''e# off to
aoi# collapse of pit wall.
5.2.2.2 9ackfilling work
-pproe# suita6le 'aterial shoul# 6e use# for 6ackfilling. Co'paction stan#ar# shall 6e
e'plo)e# in the eecution of this work. "ill 'aterials shall 6e #istri6ute# eenl) to the
6ackfill area to a specifie# thickness of co'paction H 15, '' thick an# co'pacte# 6)
porta6le co'pactor to a specifie# co'paction factor. Sprinkle water to the earth fill in
co'pliance with the allowa6le 'oisture contents specifie# 6efore start co'paction. %er)
la)er shall 6e teste# for co'paction to assure that this particular work is checke# an#
co'plie# with the goerning specification.
5.2.3 PILING WORK
5.2.3.1 !eneral flow chart :
Page
(o6ili/ation of Piling (achine
Delier) of RC Pile for 9uil#ing structure
@ifting the lower seg'ent RC pile 6)
Crane then 'ount Diesel a''er
Driing the lower seg'ent RC pile
Confir' the 6earing capacit) 6)
ealuating penetration #uring #riing
@ifting the upper seg'ent RC pilean# splicing
Driing the upper RC pile
"inish
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 7/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
5.2.3.2 Piling Proce#ure :
5.2.3.2 !eneral Piling Proce#ure
1. Pile (aterial
= Pile (aterial :
PC Spun Pile ,,'' #ia.
PC Spun Pile 5,,'' #ia.
RC S8uare Pile 4,,'' 4,,''
Piles will 6e plant fa6ricate# an# transporte# to the site 6) 9arge an# trailer truck. The) will
6e supporte# 6) 6e##ing ti'6ers place# #irectl) un#er the positions of lifting hoops.
Piles will 6e store# carefull) on flat groun# within the te'porar) )ar#. Piles will 6e stacke#
on top of one another to a 'ai'u' of three la)er.
(aterial #elier) #ocketsB receipts an# inspection shall 6e con#ucte# to eer) pile #elier)
at site. Result of the inspection an# #elier) #ocu'ents shall 6e su6'itte# to the %ngineer.
RC PILE TIMBER
Storage of RC Pile
Page $
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 8/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
TRUCK CRANE
TRAILER
RC PILE
Transportation of RC pile
= Piling %8uip'ent :
The following e8uip'ent shall 6e use# for the Piling work.
a''er : Diesel a''er 4.5 > $ tons classB I9%@I I45I9,
9ase (achine : 0T-C0 PD& or e8uialent
Serice Crane : 35 ton classB crane truck
thers : Se'i=auto'atic wel#ing 'achine ) -cet)lene cutting outfit
2.
Piling 6) #iesel ha''er : Refer attache# #rawing 6elow
The pile will 6e #rien 6) #iesel ha''er an# #riing shall stop when the 6earing capacit) is
alrea#) reache# an# confir'e#. -ll piles shall 6e #rien to their specifie# 6earing capacit)
an# location co'pl)ing with technical specification an# #esign #rawings.
Page *
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 9/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
CENTER LINE OF PILE
SURVEYER
TRANSIT/PLUMB BOB
PILE DRIVER
SURVEYER
PILE UNDER DRIVING
DIESEL HAMMER
GNIVI
RD
NOIT
CERID
TRANSIT/PLUMB BOB
Pile Driing
a Driing lower seg'ent pile .
Crane will lift up the lower seg'ent pile. -fter lifting B the pile shall 6e hel# along lea#er
of #iesel ha''er
The pile position shall 6e a#7uste# 6) 'oing the lea#er. The ha''er with the cap is then
'ounte# on the pile top. 9efore starting #riingB the erticalit) an# position of the pile is
carefull) checke# 6) total station an# theo#olite an# a#7uste# as re8uire#.
6 Driing upper seg'ent pile .
When the lower seg'ent ha# 6een #rien the secon# seg'ent will 6e positione#
concentric to the 6otto' seg'ent hel# up an# aligne# erticall).
Prior to splicing area to 6e 7ointe# 'ust 6e free fro' rustB oilB water an# other foreign
'atter that woul# affect the 8ualit) of the wel#e# 7oints. Splices will 6e 6) 6utt t)pe 7oint
using arc wel#ing. -ll wel#e# 7oints will 6e inspecte# isuall) .
Page &
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 10/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
Driing will 6e stoppe# when 6earing capacit) is alrea#) achiee#B through the applicationof ile)F s for'ula in calculating the 6earing capacit). See PD- Test calculation .
0f it is foun# that the 6earing capacit) is insufficient against #esign after the re6oun#
recor#B the pile will 6e eten#e# an# re=#rien until the 6earing capacit) is attaine#.
Ru H &.*1 %f.(R. (R < e2 .(P
S<,.5C1<C2<C3 (R < (P
0n which:
Ru : Alti'ate ResistanceB I;
(R : Weight of ra'B Ig
: Drop height of ha''erB ''
%f : %fficienc) of fall of ha''er
(P : Weight of pile < hel'et B Ig
e : Coefficient of restitution
Page 1,
PILE DRIVER
DIESEL HAMMER
HELMET
LOWER PILE
1) DRIVING OF LOWER PILE 2) CLEANING OF PILE HEAD 3) SPLICING 4) RESUMING OF DRIVING
FO A EAS EQUI ING MO E THAN 1 PILE LENGTH TO OBTAIN DESIGN BEA ING CAPACITY
UPPER PILE
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 11/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
C1 : %lastic #efor'ation of pile B ''
C2 : %lastic #efor'ation of groun# B ''
C3 : %lastic #efor'ation of pile hea# cushion B '' here C3 H 2 ''.
S : aerage penetrationB in '' per 6low for at least the last 1, 6lows
Ase re6oun# recor#
The result of Pile #riing an# 6earing capacit) shall 6e confir'e# 6) %ngineer. The recor#s
of pile installation shall 6e su6'itte# to the %ngineer.
0n case the pile tip can not reach the #esign leel #ue to unforeseen har# la)erB these 'atter
will 6e reporte# to %ngineer.0f piles can not 6e #rien to the #esign leel 6ut has alrea#) attaine# the re8uire# 6earingB
the #riing shall 6e stoppe# to aoi# 6uckling or cracking in accor#ance with Specification
an# %ngineer 0nstruction.
Pile hea# treat'ent shall 6e #one after getting the %ngineersF -pproal.
5.2.3.3 Pile Recor#
9efore final setting of the pilesB the re6oun# shall 6e recor#e#.
The pile #riing is #ee'e# co'plete# after confir'ation of the sufficient 6earing capacit)
against #esign. 9earing capacit) for all piles will 6e calculate# with for'ulas .
5.2.3.4 Test Pile = Test pile position refer to figure on page &B pile #riing
9efore pilingB Pile D)na'ic -nal)sis will 6e con#ucte# to confir' the pile capacities an# to
#eci#e the correction factor of ile)Fs for'ula. PD- test proi#es 'ore infor'ationB a6out
Skin resistance #istri6utionB Toe resistanceB si'ulate# static loa#=settle'ent relationshipB
pile integrit)B stresses in the pile #uring the 6low.
The #etail proce#ure shall 6e su6'itte# in separate #ocu'ent.
5.2.3.5 ualit) Control
a0nspection of pile .
Pile 'aterial such as concrete B re6ar an# wire stran#s or ten#ons for pre > stress t)pe
shall 6e inspecte# on factor) 6efore fa6rication an# the finishe# pro#uct shall 6e inspecte#
6efore #elier).
The inspection report shall 6e receie# 6efore arrial of piles on site.
Apon arrial on siteB piles shall 6e inspecte# as to #i'ensionsB 8uantit)B an# ph)sical
con#ition an# reporte# to the %ngineer.
Page 11
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 12/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
6 0nspection prior to Wel#ing Work.
Prior to the wel#ingB the grooe# face an# its a#7acent areas shall 6e co'pletel) free fro'
oilB paintB oi#es B water an# all other foreign 'aterials.
When two lengths of pile are 7ointe#B the en# plates shall 6ear een in all areasB The
wel#ing 'ust 6e carrie# out accor#ing to the 'anufactureFs instruction an# 'ust 6e
checke# 6efore #riing resu'es.
During #riingB the pile hea# will 6e protecte# 6) hel'et of cast steel or 'il# steel fitte#
closel) aroun# the pile. Packing cushion ti'6erB coering the hea# of pileB will 6e place#
on the pile an# will 6e replace# as often as necessar) to preent #a'age to the piles.
c Driing recor#.
• Progra' an# progress
• The #ate an# ti'e of pile #riing
• Position of the pile nu'6er an# si/e of pile
• T)pe an# si/e of ha''er an# for #rop or single acting ha''er B #etails of release
'echanis' Bthe length of the #rop or strokeB for #iesel ha''er the length of stroke an# the
6lows per 'inute J for #ou6le acting ha''ers the nu'6er of 6lows per 'inute an# for
auto'atic h)#raulic #rop ha''ers the recor#e# aerage energ) per 6low #uring an
incre'ent of penetration.
• Deiation fro' tolerance an# the line an# leel shown on the #rawings.
• R.@ of toe of pile with ha''er in place 6efore #riing.
• R.@. of toe of pile on co'pletion of #riing.
• @ength of the co'plete# pile an# leel of splices.
• Driing @og Depth B 6low counts per 2,,'' for whole of penetration B with ti'es of
interruption of 6reaks in #riing .
• The recor# of te'porar) co'pression for each of the last ten 6lows.
• Doll) an# packing t)pe an# con#ition 6efore an# after #riing.
• DetailsB #ate an# ti'e of an) re=#riing or testing.
5.2.4 REINFORCEMENT WORK
(anufacturer of reinforcing 6ar shall 6e propose# to the %ngineer for accre#itation an#approal. ;o #elieries shall 6e accepte# for use without #ecision 6) the engineer.
Page 12
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 13/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
%er) #elier) of reinforcing 6ar suppl) for constructionB the 8uantit) an# ph)sical
properties shall 6e checke# 6) the Contractor. The 8ualit) shall 6e confir'e# 6) checking
'ill certificate issue# 6) the 'anufacturer through the co'parison of the la6orator) test
result of speci'en taken fro' the #ifferent kin#s of #ia'eter in the #eliere# pro#uct.
5.2.4.1 (aterial
Roun# 6ar + #efor'e# 6ar shall 6e 21,, Igc'²= Kiel# strength .
5.2.4.2 Reinforce'ent storage 6efore fa6rication
Reinforce'ent will 6e store# in a warehouse area at site with a#e8uate protection fro'
getting rust)B or protecte# fro' an) ele'ent that woul# affect its 8ualit) con#ition asspecifie#.
Storing will 6e organi/e# 6) categor)B t)peB gra#e an# #ia'eter. -s a ruleB the en# of
each 6ar ha# 6een painte# to #ifferentiate the #ifferent gra#es.
Reinforcing steel that are re7ecte# hae to 6e store# in a separate place awa) fro' where
it was accepte#B 6efore sen#ing 6ack to the supplier.
5.2.4.3 Reinforce'ent fa6rication process
1. Reinforce'ent fa6rication an# storage.
Workers will fa6ricate the 6ar accor#ing to the infor'ation 'entione# on the la6elB an#
fa6ricate# 6ars will 6e store# s)ste'aticall) accor#ing to their structural usage per work
unit 'entione# on their la6el Work AnitB structureB #rawingB categor)B t)peB #ia'eterB
gra#eL.
-ll precautions will 6e taken to aoi# #a'age an# 6en#ing the steel 6ars #uring storageB
loa#ing an# transportation to the site. The 6ars shoul# 6e protecte# fro' the rust 6)
storage on woo#en platfor'B crates or eleate# trestles.
2. 0nstallation at site.
The reinforce'ent installation will 6e in accor#ance with the #rawingsB the !eneral
Technical SpecificationsB an# the wner re8uire'ents coerB spacer 6locksB
reinforce'ent continuit) an# tolerances.
9efore an) pouringB all the reinforce'ent shall 6e inspecte# an# accepte# 6) the
%ngineer or the ownerFs representatie.
Page 13
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 14/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
The fore'an on site will correct an) #eiation out of tolerances i''e#iatel) upon notice
6efore filling the inspection re8uest.
5.2.5 FORMWORK
5.2.5.1 "or'work Set=Ap :
9lin#ing concrete shall 6e installe# prior to placing for'work.
"or' 'a#e of pl)woo# or steel shall 6e cleane# on all its surfaces in contact with concrete
shall 6e treate# or painte# with oil prior to the installation. 0nstallation shall 6e 'a#e
precisel) on the lines an# gra#es using stringB spirit leelB sure) instru'ent etc.
"or's shall 6e kept fir'l) in position 6) putting tie ro#s or eternal support. Tie ro#s
support shall 6e so arrange# an# #istri6ute# an# strong enough to withstan# the pressure
#uring casting concrete.
5.2.5.2 Construction 'etho#
"oun#ations shall 6e constructe# first an# then colu'ns to the tripo# 6ea' 6otto'
leel. 0n the Workshop 6uil#ingB su6=colu'ns an# su6=6ea's s)ste' on wallB 6ea'
surface for' will 6e #one after the installation of steel fra'ework.
%sta6lish accurate centerline ais an# leel for the la)out of foun#ationsB colu'nsB
6ea'sB an# floorsB 6efore installing for's.
"or' shoul# 6e a#e8uatel) supporte# or 6race# to aoi# 'oe'ents or #isplace'ent
#uring casting concrete. 9olt connector or an) accepta6le pre fa6ricate# support
s)ste' is essential.
Check the align'ent of for'work 6) stretching a cor# along e#ges of installe# for's
"or a##itional supportsB 0ron an# tension ca6le can 6e use# as supports in the
installation of for's of colu'n footings. Check the esta6lish centerline for accurac)
to aoi# #eiations.
Staging an# scaffol#ing support s)ste' is to 6e utili/e# for 6ea's an# sla6 for'sB an#
the) are installe# at the sa'e ti'e. During installation regular checking of lines an#
gra#es shall 6e 'a#e to ensure the eenness an# straightness of sla6s an# 6ea's
#uring construction .
Page 14
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 15/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
position Steel an# woo# 7oist supports an# 6racings is utili/e# for for's of concrete
structures. Eacks are installe# at top an# 6ase of supports for a#7usting height or lengthB all 6ases of
support shoul# 6e proppe# 6) a piece of woo#en 'aterial to preent settle'ent.
-ll supporting colu'ns an# 6racings shoul# 6e anchore#B hol# an# connect together to
6eco'e sta6le fra'e s)ste' to secure structures #uring concreting.
5.2.6 CONCRETE WORK
5.2..1 (aterial
= The class of concrete for each section of the works shall co'pl) with SpecificationB E0S an#
-ST( Stan#ar#s.
PRP%RTK C;CR%T% TKP%
1. Concrete Class D % !
2. -pplication er 2 Stor)
9uil#ings
1 Stor) 9uil#ings @ean
Concrete
3. Ce'ent T)pe=1 PC94, PC94, PC94,
4. Water Ce'ent Ratio ,.4$5 ,.5 .$
5. (ini'u' Ce'ent
Content kg'335, 33, 22,
. (a -ggregate Si/e 1& 1& 3*
$. Concrete C)lin#er
Strength at 2* #a)s>
"cF (pa
3,(pa 25(pa 14(pa
Design 'i shall 6e su6'itte# an# approe# 6) the engineer an# trial 'i shall 6e con#ucte# to
confir' the co'pression strength an# satisf) the specification.
0n generalB concrete 'ust 6e caste# within , 'inutes fro' 'iing to placing. The concrete
te'perature shall 6e 6elow 35⁰C as specifie# at the point of pouring. ther 'easures to keep the
concrete te'perature low is to keep the aggregates an# water coolB or arrange earl) 'orning
pouring to aoi# casting #a)ti'e which has high hu'i#it) con#ition.
5.2..2 Construction 'etho# :
< Concrete Pouring an# Treat'ent re8uire'ents:
= Do not change positionB 6en# shape of reinforce'entB position of for'work an# thickness
of concrete coer.
= Do not use i6rator to #isplace hori/ontall) the concrete 'i
Page 15
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 16/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
= Concrete shall 6e poure# continuousl) up to finish gra#e or construction 7oints in#icate#
on the #rawing shall 6e followe# when there is a ten#enc) to stop pouring.
= Tre'ie pipe shall 6e utili/e# when pouring concrete 6e)on# 'anual reach or a6oe
groun# to aoi# segregation of the rea#) 'i concrete #uring pouring an# 'ai'u'
falling height 6e 1.5'.
= Ase concrete spacer 6etween for'work an# reinforce'ent to aoi# #isplace'ent of
reinforce'ent #uring concrete place'ent.
= Concrete shall 6e continuousl) poure# until one co'ponent is finishe# to aoi# col#
7oints.
= Structural co'ponents such as colu'nB wall which is higher than 1.5' shall 6e proi#e#
with openings at 1.5' 'ai'u' ertical spacing to aoi# concrete fro' segregation
#uring pouring an# to a6i#e 6) the stan#ar# height of pour of 1.5 'eters .
= Ase concrete i6rator to co'pact 'iB i6ration ti'e shall 6e fro' 2, to 3, secon#s. Ase
trowel to leel the concrete surface.
= 0f the concreting is too large in 8uantit) that one ti'e pouring is i'possi6leB the
contractor shall proi#e proper construction 7oints in accor#ance with the specification.
These 7oints shall 6e locate# at places that hae 'ini'u' effect of 'o'ent an# shearB
usuall) locate# at 13 or 23 points of the span of the structure or refer to the
specifications on construction 7oints. 9efore casting the re'aining portion roughene#
surface to ensure 6on#ing with new concrete.
= Concrete shall 6e poure# in la)ers fro' 2,=3,c' then i6rate in accor#ance with the
specifie# ti'e. ;u'6er of i6rator #epen#s on the concreting areaB at least 3 stan#=6)
i6rators in eer) concreting location as 6ack up for conke# out units .
= Concrete for sla6 shall 6e leele# right after pouring. Pre cast concrete pieces for leel
control points shall 6e proi#e# an# re'oe# 6efore caste# concrete gets har#.
Page 1
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 17/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
Concrete Pouring for "oun#ation
Concrete Pouring for Superstructure
< Concrete Curing: 24 hours after Casting.
-ll concrete shall 6e cure# 6) either spra)ing water #irectl) or spra)ing water on a 'at
place# on the concrete surface.
Water curing 6) sprinkling processB shall 6e repeate# wheneer the water #ries up an#
'aintain the concrete wet for a perio# of $ #a)s.
< Concrete "inishing: Apon re'oing for'worksB concrete surface shall 6e finishe#B
repaire# of an) #efects to ensure eenness an# unifor'it) in color. -ll concrete surfaces
shall 6e free fro' an) irregularities. - waterproofing coat 'a) also 6e applie# to a selecte#
location as specifie#.
5.2..3 Testing an# Check for -cceptance:
Concrete speci'ens for strength test shall 6e o6taine# in eer) 2, '³ 6atch groupB an#
taken at the sa'e ti'e an# place. Test sa'ple stan#ar# #i'ensions are ØH15,'' hH
3,,'' c)lin#er .
5.2.7 MASONRY WORK
(aterial Sa'ple an# technical #ataFs of hollow 6rick shall 6e su6'itte# to the %ngineer for
approal.
9ricks 6etween colu'n an# lintel supports shall 6e arrange# in accor#ance with the
Page 1$
P U M P C A R
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 18/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
specification an# #rawings.
The 'ortar co'position is the 'iture of ce'entB san# an# water 6) correct proportion
specifie#. "or olu'e 3 : 5 : 1B for reinforce# 6lock work an# elsewhere. The 'iing an#
knea#ing is to 6e #one 6) 'anual 'iing or a s'all a porta6le 'ier. -#e8uate an#
sufficient application of 'ortar for hori/ontal 7oints shall 6e applie#B an# 6ricks shall 6e
wette# 6efore la)ing. The 'ortar for ertical 7oints shall 6e fille# up 6) trowel #uring 6lock
la)ing an# the en#s of the 6rick 'ust 6e M6uttere#N to enhance fir' connection. %cess
'ortar that ca'e out on the surface shall 6e scrape out with a trowel. -ll hori/ontal an#
ertical 7oints shall hae full 'ortar coerage. The 'ortar s8uee/e# fro' the 7oints shall 6e
flushe# with the the a#7oining installe# 6ricks. "inish 7oints to face work after 'ortar has 6egun to stiffen 6) s8uare raking. "ollow specifie# stan#ar# for the 'ai'u' la)er of
6ricks installation per #a).
5.2.7.1 Work preparation:
-fter re'oing for'work of sla6B floor cleaning shall 6e #one for 'arking.
Sure) group shall re=esta6lish center lineB ink 'arks shall 6e applie# to a re=locate#
'argin lines of 6rick walls on colu'ns an# sla6s.
-#7ust #eiate# anchor 6ars that will connect to 6rick walls .
(o6ili/e 6ricksB ce'entB 'ortarB waterB scaffol#ing to construction area.
5.2.$.2 Construction or#er:
9rick work shall 6e constructe# fro' 6otto' to top processB 'ain walls shall 6e lai#
first followe# 6) partition walls.
9oun#ar) walls shall 6e 6uilt first followe# 6) partition wall.
5.2.$.3 Checking:
Check regularl) the erticalit) an# straightness #uring 6rick la)ing 6) ruler an#
plu'6. Stretche# cor# to 6oth en#s to ensure 6rick la)ing course are in straight line.
5.2.8 STRUCTURAL STEEL ROOFING WORK
5.2.*.1 . Structural Steel :
1. (aterial an# Receiing
(anufacturer of steel 'aterials shall 6e propose# to the engineer for approal prior to
procure'ent an# #elier). -ll steel 'aterials #eliere# to the fa6rication shopB shall 6e
Page 1*
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 19/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
inspecte# an# checke# 6) the recipient. Delier) #ocketsB 'ill certificates B 8uantit) an#
ph)sical propert) checking of the 'aterial shall 6e perfor'e# 6efore unloa#ing. 0nferior
an# su6 stan#ar# 'aterials are re7ecte# an# preente# fro' unloa#ing. The 'aterial
technical #ataFs fro' the 'ill certificate shall 6e confir'e# 6) con#ucting la6orator) test
on sa'ple taken fro' the #eliere# 'aterials. Asage of the 'aterial #epen#s on the test
result for the specifie# stress re8uire'ents.
2. Shop "a6rication
Prior to fa6ricationB shop #rawings shall 6e su6'itte# to the engineer for approal.
9en#e# steel 'e'6ers shall confor' to the approe# shop #rawing. 0n or#er to 'aintain
8ualit) an# 'ini'ise the installation an# asse'6l) perio#B painting 'ust 6e #one in thefa6rication )ar#.
3. %rection work
Detaile# erection se8uence for each structure approe# 6) the %ngineer shall 6e
ac8uire# prior to erection. (o6ile cranes will 6e use# for the erection. Te'porar)
6racings shall 6e prepare# 6efore colu'n erection in or#er to 'aintain the erticalit) an#
align'ent. -fter checking proper align'entB fasten these steel 'e'6ers 6) connectors of
high strength 6olt an# tighten it accor#ing to its specifie# tor8ue 'o'ent re8uire'ent 6)
using tor8ue wrench or special tightening han# tool. Touch up paint will 6e applie# to all
scratche# surfaces to restore its re8uire# teture surfaces.
Page 1&
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 20/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
%rection of Steel Structure
4. (etal Roofing an# Cla##ing Work
The 'aterial for 'etal roofing an# cla##ingB inclu#ing shop #rawing re8uire'ent for this
work shall 6e su6'itte# to %ngineer for approal. The 'aterial shall 6e fa6ricate# 6ase#
on the approe# shop #rawings su6'itte# to the 'anufacturer.
9asic Steps for installation of 'etal roofing an# cla##ing is eplaine# 6elow.
Step 1: %sta6lish the gri#s an# eleations 6ase# on the stan#ar# proce#ure in eecuting
this work ite' or releant accepta6le 'etho# through 'arkings using stretche# string or
wire along its gri# or eleation.Step 2: "iing 'etal sheets onto purlin an# girt using self=tapping screws.
Step 3: Sealant shall 6e applie# at proper wrappe# portion 6ase# on the 'anufacturerFs
shop #rawing
Step 4: "i flashingsB tri'sB guttersB #own spout pipes an# louers.
5.2.*.2 . Roofing Work :
Roofing 'aterial an# shop #rawing for this t)pe of work shall 6e su6'itte# to the engineer
for approal.
0nstallation proce#ure shall confor' to 'anufacturerFs pro#uct technical specification on
installation. Precautions against acci#ent shall 6e well consi#ere# for its sensitieness in
eecuting this work.
9efore placing waterproofing 'e'6raneB the surface shall 6e thoroughl) cleane# an#
pri'er paint shall 6e applie# in #r) con#ition. -ppl) waterproofing 'e'6rane on pri'er
coate# surfaceB 6) pre heating to a#here fir'l). erlapping portion of waterproofing
'e'6rane shall 6e carefull) 6on#e# with each other to aoi# water leakage.
5.2.*.3 . ccupational ealth -n# Safet) Control for Steel Structure Work.
%er)6o#) who will carr) out the works shall use all the necessar) protectie or safet)
gears an# a6i#e 6) the occupational health an# safet) control plan of the pro7ect to aoi# the
occurrence of acci#ent an# 'ini'i/e the potential cause of ha/ar#. Working areas shall 6e
proi#e# with warning #eices signageFs or 6arriers B an# fre8uentl) checke# 6) Safet)
%ngineer #uring work ti'e.
Page 2,
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 21/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
%nsure all ehicles an# e8uip'ent is safe an# full) efficientB guar#e# an# e8uippe# with
safet) #eices an# has 6een su67ecte# to necessar) test.
(ake sure that operatorsB #riers an# atten#ants will onl) concern the'seles on the
e8uip'ent for which the) hae 6een thoroughl) traine#. Check working efficienc) of
e8uip'ent for its inten#e# purposeB an# its ali# registration an# cali6ration certificates.
Safet) lifelines shall 6e proi#e# to all eleate# work areas to enhance connection point
safet) harness or 6elts use# 6) workersB especiall) to a location where scaffol#ing
i'possi6le. -ll workers working higher than 1.5 'eters 'ust wear a safet) harness or 6elt.
The safet) line 'anufacturerOs reco''en#ations for use shall 6e strictl) followe#.
5.2.! FINISHING WORK
5.2.&.1 Door + Win#ow works
DoorsB louers an# win#ows shall 6e of the approe# ones an# in co'pliance with the
specification. 0nstallations shall 6e 'a#e in accor#ance with the sche#ule to keep finishing
work in se8uence an# to aoi# lapping of actiities that cause #ela) or #a'age i'pact to
other finishing work. 0nstalle# #oorsB louers an# win#ows shall 6e keep protecte# to aoi#
#a'ages cause# 6) other ongoing finishing works an# other parties.
5.2.&.1 Plastering
The thickness an# 'i proportion of 'ortar for plastering or ren#ering shall 6e in accor#ance
with the specification an# the 'iing an# knea#ing process is to 6e #one 'anuall) or 6)
porta6le 'ier. Ce'ent shall 6e of the stan#ar# or#inar) Portlan# ce'ent an# san#B source#
out fro' lan# or rier an# shall 6e approe# 6) the %ngineer.
5.2.&.2 Tiling
Tile 'aterial an# shop #rawing for tile la)out or arrange'ent shall 6e su6'itte# to engineer
for approal. Prior to tile la)ing concrete surface where tile is lai# shall 6e cleane#B free fro'
#ustB oilB grease an# other ele'ents that woul# affect 8ualit) of tile 6e# 'ortar. 9e# 'ortar of
specifie# 'i proportion 1:3 is place# an# sprea# eenl) with a 'ini'u' thickness of
1,'' oer the area to 6e tile#. Tiles are then lai# oer the eenl) applie# 6e# 'ortar until it
a#here fir'l) inplace.Tile gaps shall 6e fille# up with grout of approe# t)pe or as specifie#
in the plan. -fter grouting tile# area shall 6e cleane# fro' ecess grout to keep the work
clean as specifie#.
5.2.&.3 Painting
Page 21
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 22/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
Paint 'aterial shall 6e of the approe# one in accor#ance with specification. Surface
preparation 6efore painting shall confor' to the 'anufacturerFs instruction to each kin# of
paint 'aterial. ;u'6er of coatB #r) fil' thickness shall co'pl) with the approe# paint
sche#ule. Where re8uire#B final coat shall 6e carrie# outB after or al'ost all of the work
near6) is co'plete# to 'ini'i/e #a'age.
5.2.&.4 Ceiling Work
The 'aterial for ceiling shall 6e su6'itte# to the engineer for approal. Shop #rawing for
ceiling la)out an# arrange'ent plan shall 6e approe# 6) the %ngineer. -n# proper
coor#ination to (% works shall 6e 'a#e to aoi# lapping of works that cause #ela) in
eecuting the work.angers shall 6e installe#B fastene# an# fie# properl) un#er the concrete sla6 or steel
structural 'e'6ers. Then thin gauge an# light steel fra'e is installe# to enhance leel
a#7ust'entsF re8uire#. (+% works a6oe ceiling shall 6e co'plete# 6efore installing the
ceiling fra'e.
Deflections or #a'age on the T=runner fra'e shall 6e repaire# prior to installation of the
g)psu' 6oar#.
5.2.1" MECHANICAL ELECTRICAL WORK
5.2.1,.1 -ir Con#itioning an# ?entilation Work
(anufacturer an# %8uip'ent of -ir Con#itioning an# ?entilation s)ste' inclu#ing shop
#rawing plans an# all sche'atic la)outs for these works shall 6e su6'itte# to the %ngineer
for approal. -ll slots in eterior walls inten#e# for pipe crossing shall 6e 'a#e i'perious.
Shop #rawings of ceilings an# walls shall reflect location of air con#itionerB entilator an#
#uctsB to account for the 6alance #istri6ution of other e8uip'ent. 0nstallation of air
con#itionerB entilatorB air inlet an# outletB inclu#ing pipesB #ucts an# other relate# fittings
shall confor' as in#icate# in the shop #rawings. %haust pipe#uct shall slope# #ownwar#
fro' insi#e to outsi#e.
5.2.1,.2 Plu'6ing Work
(aterial an# e8uip'ent for Plu'6ing work an# shop #rawings shall 6e su6'itte# to the
engineer for approal.
%caation an# trenching of soilB preparation of sleees on floorB wall an# 6ea' where there
are necessar) in structures shall 6e well consi#ere#.
9efore 6eing installe#B all pipes shall 6e thoroughl) cleane#B free fro' an) scalesB 6urrsB
rusts an# o6structions.
Page 22
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 23/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
Prefa6ricationB installation an# 7ointing of pipes inclu#ing fittings with a#hesie for P?C
'aterialB inclu#ing alesB strainersB an# flei6le 7oints shall 6e #one carefull).
-#e8uate pipe supportsB hanging steel 6ars an# anchorage shall 6e proi#e#.
Sealing of pipe sleees shall 6e #one properl).
Pressure test for water suppl) pipes an# flushing test for #rainage pipes shall 6e perfor'e#.
9ack=fill an# co'paction of soil for un#ergroun# piping shall 6e #one carefull).
5.2.1,.3 %lectrical Work
(aterial an# e8uip'ent for %lectrical work an# shop #rawings shall 6e su6'itte# to the
%ngineer for approal.
Preparation for efficient wire or ca6le la)ing such as confir'ation of the eact locationswhere the) are to 6e lai#B cleaning the trenches or #uctsB scraping6rushing insi#e of the
#uct 6ankB pipes or con#uits an# so on shall 6e #one.
-ll ca6le connections shall 6e 'a#e insi#e #istri6ution 6oar#J pull 6o an# outlet 6o etc.
an# the connection shall neer 6e epose# or insi#e of con#uits.
Ca6le align'entB 6in#ingB fiingB wall penetration sealingB ca6le 'arkingB ca6le penetration
into con#uits 6etween ca6le tra)sB #ucts an# Eo6=site 7unction 6oes an# si'ilar shall 6e
'a#e properl).
-#e8uate press=sae couplingB wire connector or press co'6ine ter'inal etc. will 6e use# as
a principle for the connection of wires an#or ca6les.
0n the case of line pipe ecee#ing 3,' for one section or where lea#ing in is #ifficultB pull
6o shall 6e use#.
"iing 'etho# of #istri6ution 6oar#s etc. shall 6e specifie# on the construction #rawingB an#
shall 6e fie# accor#ingl).
The position of lighting apparatus shall 6e in#icate# on ceiling allotte# sketch in a#anceB
taking 6alance with other facilities apparatus.
"iing height of switch an# socket outlet shall 6e shown on the shop #rawing securing the
approal of the consultant an# shall 6e fie# accor#ingl).
5.2.11 TESTING AND TRIAL RUN
-fter installation of (echanical an# %lectrical e8uip'entB test an# inspection inclu#ing
their recor# reports will 6e #one. Trial operation shall 6e procee#e# to a#7ust an# check the
function of e8uip'ent.
Page 23
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 24/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
6. CONSTRUCTION SCHEDULE :
See -ttach= -ppen#i=3
7. ORGANI#ATIONAL CHART
Page 24
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 25/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
Page 25
S$%&'()E*+,-*/&*'
M$*$0&-
M-. $*
S,'&
B,,*0 C,&%
M-. T,&* M-.*9
A)C
C,&%
M-. R(
S-+&(
E*0,*&&-
S,'&
E*0,*&&-
S:; C*'-$<'-
P-=&<' M$*$0&-
M-. F>?,/$
C*?'-<',*
M$*$0&-
M-. A?$,
TT@
S,'&
E*0,*&&-
S,'&
E*0,*&&-
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 26/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
8. INSPECTION UALITY CONTROL
*.1 !eneral
The Contractor shall su6'it the na'e an# appropriate #etails of an) in#epen#ent testing
organi/ation to the engineer for approal 6efore an) construction work for 9uil#ing
co''ence.
*.2 (aterials Testing
(aterials testing is to 6e carrie# out 6efore #elier) of 'aterials into the site an# 8ualit)
certificate shall 6e su6'itte#.
!. SAFETY CONTROL
The pro7ect Safet) Plan is esta6lishe# for the Construction of C-0 (%P 0;T%R;-T0;-@
C;T-0;%R T%R(0;-@ in ?ietna' 6ase# on ccupational ealth an# Safet) an#
Reha6ilitation (anage'ent (anual of TTE?.
The safet) control of works shall 6e 'aintaine# an# ensure its co'pliance through=out the
co'pletion perio# so that works can 6e eecute# s'oothl) without unnecessar) interruption.
0'portance shall 6e place# on the preention of an) acci#ent such as personal in7ur) B
#a'age to structures an# work itself.
0n generalB safet) rules an# regulations stipulate# 6) the goerning authorities of ?ietna' as
well as 6) the client shall 6e o6sere#.
1". EN@IRONMENT CONTROL
The Pro7ect %niron'ental (anage'ent Plan %(P a##resses the re8uire'ents for
%niron'ental (anage'ent B outlining how the scope B as #escri6e# 6) the Con#itions of
Contract B will 6e i'ple'ente# to achiee the ke) o67ecties for C-0 (%P
0;T%R;-T0;-@ C;T-0;%R T%R(0;-@ PRE%CT B an# has 6een #esigne# to
co'pl) with the intent of S-S 1*,,1 an# 0S 14,,1.
9uilt into this operating s)ste' will 6e C-0 (%P 0;T%R;-T0;-@ C;T-0;%R
T%R(0;-@ PRE%CT Specification re8uire'ents Bas #efine# in the contract. This
Page 2
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 27/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
%niron'ental (anage'ent Plan will incorporate work 'etho# state'entsB inspectionsB test
plans B an# check sheets are #eelope# to coer the particular re8uire'ents of this pro7ect.
This Plan is esta6lishe# 6ase# on the %niron'ental (anage'ent (anual of TTE?.
11.A&*,
1. > -pplica6le Co#es an# Stan#ar#s
2. > Drawing @ist for 9uil#ing
3. = 9uil#ing Construction Sche#ule4. > 0nspection an# Test Plan
Page 2$
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 28/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
A&*, ; 1
-pplica6le Co#es an# Stan#ar#s
Page 2*
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 29/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
A&*, ; 2
Drawing @ist for 9uil#ing
Page 2&
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 30/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
A&*, ; 3
9uil#ing Construction Sche#ule
Page 3,
7/17/2019 Building work method statement
http://slidepdf.com/reader/full/building-work-method-statement 31/32
Doc. Title Method Statement of Building Work TOA-TOYO JOINT VENTURE
Doc. No CM – MS – BW - 001 Rev. No. 0 Date July, 2010
Construction of Port Facilities and Buildings for Cai Mep International Container Terminal
A&*, ; 4
0nspection an# Test Plan
Page 31