M S For Raft

Main Contractor: Contractor: -

ROBODH

NASA MULTIPLEX TIPL EX Client: -

Date

14.08.2007

EMIRATES Method Statement:

Reference No:

Method Statement for Reinforcement, Formwork and Concrete Placement for Raft

ROB\NMX\EMI\005 Rev. No 01

RENAISSANCE RENAISSANCE DUBAI DUBA I HOTEL

MOTORCITY Consultants BURT HILL

REVISION ISTOR! Re"i#ion No$

%ate

Ro&odh Pre'ared &+



Re"iew ed &+ -$R$

%e#cri'tion ( Stat)# of a''ro"al A''ro"ed &+

%i#tri&)tion *i#t

Following approval: Project Manager

Technical coordinator


ROBODH


Date

14.08.2007


Reference No:



Scope of Work: This Method Statement serves to outline the steps and actions that Robodh Contractin Contractin  !ill undertake undertake for the "orm!ork "orm!ork## Reinforce Reinforcement ment and Concrete Concrete placement to the Raft "oundation acceptance of form!ork desin# form!ork materials and !orkmanship as detailed in the Scope of Works$ References: 1) 2) $) 4) -)

Contract Contract Specificat Specifications ions and Contract Contract Drawings, Drawings, Project Project Corresp Corresponde ondences, nces, Subitta Subitta!s !s and "ppro#a!s "ppro#a!s,, Proj Projec ectt %" %" & %C %C P!a P!an, n, Projec Projectt 'or(p 'or(p!ac !acee ea!t* ea!t* + Safet Safet P!an. P!an. Proj Projec ectt Pro Progr gra ae e

%eneral: a) *is *is /et*o /et*odd State Stateen entt a(es a(es refer referenc ences es to #ario #arious us 'or( 'or( Proc Proced edur ures es cont contai aine nedd wit* wit*in in t*e t*e "S" "S" / /3P 3P5 5 & 6 6D D %ua! %ua!itit "ssur "ssuran ance ce Docuent.

&ualit': a) *e *e Proc Proced edur ures es for for t*e t*e sub9 sub9st stru ruct ctur uree wor( wor(ss are are sour source cedd in Proj Projec ectt %ua!it P!an. b) %ua! %ua!it it Cont Contro ro!! on site site wi!! wi!! be e:pe e:pedi dite tedd t*ro t*roug ug** t*e t*e Proj Projec ectt tea tea using using fore foreen en and and engine engineers ers.. %C ngi nginee neerr #erif #erifin ingg t*ei t*eirr wor( wor( and and *o!d9point appro#a! b t*e consu!tant.

Safet': a) *e *e Safet Safet Proced Procedur ures es for t*e t*e sub9s sub9stru tructu cture re wor(s wor(s are are source sourcedd in t*e project safet p!an and wi!! be onitored b t*e Site Safet fficer.


ROBODH


Date

14.08.2007


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(ntroduction: *e *e a#er a#erag agee ;uan ;uantitit t of conc concre rete te need needed ed to cop cop!e !ete te t*e t*e raft raft foun founda datition on is $ $ appro:iate! appro:ia te! for ower < 4800  . 'e assue a#erage de!i#er 270  &*r to be on t*e conser#ati#e side. ence t*e duration of t*e pour is anticipated to ta(e appro:iate! 18 ours. => Pups : 4-  $ Per our)

Reference: Contract Specification. 6e!ated codes and standards referenced in t*e Contract specification. Contract drawings. "ppro#ed S*op Drawings. Prograe of 'or(s. "ppro#ed Project %ua!it P!an and Procedures.

%eneral: *e raft pouring s*a!! be done in accordance wit* t*e project specifications, Drawings and c!ient&consu!tant?s c!ient&consu!tant?s recoendations.

Resources: 1. Conc Concre rete te @ 480 48000 Cu Cu.. 2. rans ransitit i:e i:ers rs as re; re;ui uire red. d. $. > os Concre Concrete te pups pups A 2 o Standb Standb B ota! 8 Pups. Pups. 4. ibrato ibrators rs =e!ectrica =e!ectrica!)9 !)9 =8 otors otors and 18 need!e need!es)A=2 s)A=2 otors otors and and $ need!e need!e as Standb) Standb) -. Powe Powerr f!oa f!oats ts.. 9 > nos nos A 2 Stan Standb db >. Personne! Personne! Super#isor Super#isor, S(i!!ed S(i!!ed and and ns(i!!ed ns(i!!ed as as re;uired re;uired

WOR) S*&+*,C* -,D M*THODO.O%/ M*THODO.O%/


ROBODH


Date

14.08.2007


Reference No:



%*,*R-. M*THODO.O%/ *e *e foot footpr prin intt of t*e t*e ote ote!! towe towers rs and and podi podiu u is di#i di#ide dedd into into eig* eig*tt Eone Eones. s. *e *e construction of t*e ower 1 =Fone -) is en#isaged to start prior to t*e start of t*e ower 2 =Fone 1). "s t*e footprint of t*e Podiu is spread out, t*ese areas are furt*er sub di#ided into si: Eones, Fone 2, Fone $, Fone 4, Fone >, Fone 7, Fone 8. ac* Fone wi!! *a#e a dedicated tea for t*e speed e:ecution of t*e project. "!! teas wi!! report to a Project /anager w*o wi!! super#ise, guide and co ordinate t*e e:ecution teas into successfu! successfu! cop!etion cop!etion of Scope of 'or(s. 'or(s. o pre#ent pre#ent de!as de!as to ot*er contractor contractorss operating a!ong side specia! ep*asis, care and co ordination wi!! be accorded to inter p*ase areas of wor(s. Reinforcement Reinforcement 0lacement 0rocedure for Raft Materials:

Reinforcement Works 1) Cut and ent ent 6einfo 6einforce rceen entt ars =ario =arious us Diaete Diaeters) rs) =Gro =Gro /5 as per s*op drawings) 2) "ppro#ed "ppro#ed %ua!i %ua!it t indin indingg 'i 'ire re ="nne ="nnea!ed a!ed)) 18 S'H $) Spacers

Tools 1 0lant 1) /obi!e /obi!e & ower ower Crane Crane for oading, oading, n!oading n!oading + and!ing and!ing of reinforce reinforceent. ent. =/5 =/5 Scope) 2) !ec !ectr tric ic Hri Hrind nder erss IJ IJ + 4J 4J $) Cutt Cutter erss + oo( oo(ss for for i ing ng.. 4) endin endingg /ac* /ac*ine ine =/5 =/5 Scop Scope) e) -) Cuttin Cuttingg /ac*in /ac*inee =/5 =/5 Scop Scope) e)

"i2in of Steel Reinforcement: Reinforcement: "fter t*e protection screed is cast and cop!eted in t*e area co#ered b t*e raft, reinforceent wor(s for t*e raft & pi!e cap wi!! be coenced. Prior to coencing reinforceent, 6obod* sur#eors wi!! sur#e t*e grids and set out t*e raft & pi!e cap edge fro t*e setting outs gi#en b /5 sur#eors =ut Cur#ed edges of t*e raft to be set out b /5 sur#eors). Concurrent! wit* t*e ar(ing of t*e set outs, pre9cast spacer b!oc(s to t*e re;uired t*ic(ness as per t*e specification wi!! be p!aced at a spacing of 1 to 1.- c&c, to support t*e botto !aer of reinforceent at t*e re;uired co#er !e#e!. *e appro#ed pre9cast spacer b!oc(s wi!! be of t*e raft & pi!e cap concrete.


ROBODH


Date

14.08.2007



Reference No: ROB\NMX\EMI\005 Rev. No 01

'it* spacer b!oc(s p!aced in t*e p!anned area, botto reinforceent wi!! coence. Cut and bent reinforceent supp!ied b /5, wi!! be p!aced in accordance wit* t*e appro#ed s*op drawings supp!ied b t*e /ain Contractor. otto !aer wi!! continue unti! a!! botto !aers are cop!eted to t*e designated pour area. *e reinforceent wi!! be p!aced in suc* a wa t*at a!! !aps are staggered. 6einforceent 6einforceent wi!! run continuous! to t*e a:iu e:tent possib!e to iniiEe !ap joints and aintain wor(ing area. *e reinforceent wi!! be adjusted and tied to t*e fina! position b t*e stee! fi:ing crew. '*en t*e botto !aer is cop!ete, a '36 is raised to appro#e botto rebar for eac* !aer. Prefabricated c*airs to support t*e top reinforceent wi!! be p!aced. Since t*e *eig*t of t*e raft pour is $.I , t*e c*air rods wi!! be specia!! designed and fabricated in suc* a wa t*at, it reains stab!e w*en t*e *ea# top at of reinforceent is p!aced o#er it. nce t*ese c*airs are p!aced in position, top reinforceent wi!! begin. *e reinforceent wi!! be distributed anua!! o#er t*e pre#ious! positioned c*airs. "fter t*e p!aceent of t*e reinforceent as per t*e appro#ed s*op drawings, it wi!! be tied using 18 g. appro#ed annea!ed tie wire. Spacer b!oc(s wi!! be proper! secured to t*e reinforceent, using t*e ebedded tie wires pro#ided in t*e spacer b!oc(s, particu!ar! to t*e #ertica! faces. ower crane & /obi!e crane pro#ided b t*e /5 wi!! be used for t*e o#eent of ateria!s for t*e raft & pi!e cap construction. >00 : >00 access openings wi!! be !eft in top at w*ic* wi!! enab!e t*e tradesen to access t*e !ower areas of t*e raft, for c!eaning, preparation preparation of construction joints etc. *is opening wi!! be c!osed prior to t*e concrete pour as per t*e specification. Starter bars for Co!uns, Core wa!!s, 6etaining wa!!s etc wi!! be pro#ided as per rebar drawings. '36 wi!! be raised for fina! appro#a! before p!aceent of concrete. Gor pi!e caps of !esser dept*s bot* top and botto rebar supported b suitab!e c*airs, wi!! be asseb!ed and secured prior to '36Ks being raised for inspection. *e /P ser#ice insta!!ations and Structura! beds, w*ic* are coing wit*in t*e raft & pi!e cap s*a!! be insta!!ed b t*e concerned contractors. Go!!owing cop!etion of raft & pi!e cap stee! reinforceent, t*e botto of t*e 6aft & pi!e cap wi!! be t*oroug*! c!eaned of a!! ting wire and an ot*er accuu!ated rubbis*, b b!owing copressed air, prior to an concrete p!aceent. %*,*R-. ,OT*S: 1) 6ein 6einfo forc rce een entt s*a! s*a!!! cop cop! ! wit* wit* re!e re!e#a #ant nt stan standa dard rds, s, and and Proj Projec ectt ec*n ec*nic ica! a! Specifications. 2) 6einforce 6einforceent ent s*a!! s*a!! be free free fro i!! sca!e, sca!e, rust, rust, $) 6einforce 6einforceent ent s*a!! s*a!! not be subject subject to ec*ani ec*anica! ca! daage daage prior prior to ebedding ebedding.. 4) eating eating s*ou!d s*ou!d not be be used to bend bend or defor defor  t*e bars bars t*at are are to be ebedd ebedded. ed. -) 6ebar 6ebar once once be bent nt ttoo s*ape s*ape s*a!! s*a!! not not be be re bent. bent. >) 6ebar 6ebar s*a!! be secured secured against against disp!ac disp!aceen eentt outside outside specified specified !iits. !iits. 7) #er copress copression ion bar wi!! wi!! be tied at at !east in two two perpendicu perpendicu!ar !ar directi directions. ons.


ROBODH


Date

14.08.2007


Reference No:



8) Spacers Spacers and c*airs c*airs s*a!! s*a!! be used to ainta aintain in specifie specifiedd noina! noina! co#er co#er to t*e stee! stee! reinforceent.

"orm!ork 0lacement 0rocedure for Raft Materials: 1) Pus* Pus* Pu!! u!! Pro Props ps 2) oo( St Strap $) ie Lo(e etc etc 4) ie 6ods -) 'edge ead >) 'edge M 7) P63 H 24 8) P63 P63 Stee Stee!! 'a! 'a!er er S6F S6F I) Mic(er " 10) ase p!ates p!ates to *o!d *o!d Pus* Pu!! Props. Props. 11) ertica ertica!! Post S*ores S*ores 12) 12) ripo ripodd 1$) Stee! Drop ead 14) Priar Priar eas wit* 3nfi!! 3nfi!! support supportss 1-) Pane!s Pane!s wit* infi!! infi!! supports supports 1>) anging anging rac(ets rac(ets 17) racin racingg Grae Grae 18) 18) Spac Spacer erss

0lant 1 *3uipment: 1) /obi!e /obi!e & ower ower Crane Crane for oading, oading, n!oading n!oading + and!ing and!ing of reinforce reinforceent. ent. =/5 =/5 Scope) 2) Cutt Cuttin ingg Hri Hrind nder erss $) Spanners 4) ab!e ab!e saw saw cuttin cuttingg /ac* /ac*ine ine

"i2in "orm!ork for Raft *e pane!s for t*e forwor( are asseb!ed in t*e carpentr ard siu!taneous! as t*e reinforceent progresses =P!ease refer subitta! no.1802I9/9001490). n receipt of appro#ed drawings, issued for construction b /5, based on w*ic*, 6obod* forwor( di#ision wi!! design t*e raft s*utters. s*utters. P63 H 24 girders are p!aced #ertica!! #ertica!! at suitab!e inter#a!s based on design paraeters and are supported b stee! 'a!ers, w*ic* *o!d t*e girders *oriEonta!! and are attac*ed to t*e girders wit* t*e *e!p of *oo( straps. ie o(es


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Date

14.08.2007


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are fi:ed to t*e corners to aintain true perpendicu!arit. perpendicu!arit. *e tie o(es can be adjusted b anipu!ating t*e bo!ts at t*e ends of t*e tie rods. *e 6aft s*utters are supported e:terna!! wit* t*e *e!p of pus* pu!! props and jac(s a!ternati#e!. a!ternati#e!. *e pus* pu!! props are attac*ed to t*e 'a!ers wit* t*e *e!p of a wedge *eadpiece, w*ic* in turn is attac*ed to t*e 'a!ers, wit* a wedge M. *e p!wood used for t*ese pane!s wi!! be of 18 t*ic(ness 'P grade, wit* surface fi! ade up of PG resin w*ic* is capab!e of wit*standing di!ute acids + a!(a!is. '*i!st t*e reinforceent wor(s are in progress for t*e top at, edge fors wi!! be p!aced. *ese edge fors wi!! be pre asseb!ed and stored in an area wit*in t*e reac* of tower crane. *ese s*utters wi!! be p!aced and supported suitab!. suitab!. "t p!aces =top and botto), w*ere t*e forwor( *as to be p!aced wit* t*e !ap reinforceent projecting out fro t*e edge fors, t*e fors wi!! be cut & bored suitab! to accoodate t*e rebar. *e gap between t*e rebar and t*e forwor( wi!! be fi!!ed wit* e:truded po!strene s*eets so t*at t*e concrete grout does not b!eed out fro t*ese s!ots. Concurrent! wit* t*e p!acing of e:terna! s*utters, t*e wa!! starters wi!! be p!aced. " top sur#e wi!! be underta(en to deterine t*e e:act position of t*e wa!! starters. Gro t*e ar(ings be!ow, t*e sur#e s*ou!d be c*ec(ed, as a!! wor(s wi!! *a#e been set out fro t*e co!or ar(ings on t*e protection screed. ecessar bo: outs as re;uired for t*e f!oor gu!!ies & an*o!es etc., a!so wi!! be fi:ed and tied off wit* reinforceent n cop!etion of 6einforceent and forwor( fi:ing for eac* ba of t*e raft, copressed air wi!! be b!own to reo#e a!! foreign partic!es and tie wires fro t*e concrete pour area. '36 wi!! be raised after insta!!ation of forwor( and prior to p!aceent of concrete.

Concrete 0lacement 0rocedure for Raft n cop!etion of insta!!ation of 6einforceent and S*uttering Gors to t*e raft, and & or sacrificia! forwor( to Strip Gootings and pi!e caps as directed b t*e /5Ks construction /anag /anager er,, and on receip receiptt of necess necessar ar c!eara c!earance ncess for for '36Ks '36Ks subit subitted ted and and /P c!earance, t*e raft concrete pour coences. 'ater stops are p!aced and secured, as re;uired and directed b t*e Construction /anager of /5. *e reinforceent is spraed wit* water at !east two *ours prior to coenceent of concreting. 6esidua! water is b!own awa using copressed air. "s t*e dept* of t*e concrete to be p!aced in t*e raft concrete in Fone - is $.I0/, it is en#isaged t*at *ig* teperatures are !i(e! to be de#e!oped in t*e centra! area =core) of t*e pour. "n appro#ed and copetent t*ird part testing agenc p!aces t*erocoup!es and !oad ce!! instruentation in pre deterined !ocati !ocations ons of t*e t*e raft. raft. =/5 =/5 Scope) Scope).. Care Care wi!! wi!! be ta(en ta(en to pre#en pre#entt daage daage to t*e t*erocoup!es and !oad ce!! instruentation during t*e concrete pour. *e wiring fro t*e instruentation wi!! be connected to a data !ogger !ocated at an easi! accessib!e !ocation


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Date

14.08.2007




adjacent to t*e raft. *e teperature onitoring wi!! be carried out for a period of se#en das. *e data wi!! be !ogged e#er t*ree *ours for t*e first t*ree das and e#er twe!#e *ours t*ere after. " et*od et*od stateent for teperature contro! is *erewit* enc!osed. *e #o!ue of concrete pour is en#isaged to be appro:iate! 8000 cu and wou!d re;uire t*irt to t*irt one *ours continuous pouring. Concrete is con#eed to t*e raft wit* t*e *e!p of si: obi!e pups wit* suitab!e boo !engt*. *ese obi!e pups are !ocated in suitab!e p!aces around t*e perieter of t*e 6aft. o pre#ent an interruption to t*e concrete pour two obi!e pup is (ept as standb during t*e entire duration of t*e pour. Concrete is supp!ied continuous! fro t*e batc*ing p!ant and wi!! be p!aced in $00 !ifts. !ifts. Concrete Concrete wi!! be conso!ida conso!idated ted b using using iersion iersion #ibrators #ibrators and b sa!! diaeter diaeter #ibrators for areas of *ea# rebar congestion. Care is ta(en not to o#er #ibrate t*e concrete or use t*e #ibrator to con#e concrete wit*in t*e forwor(. *e concrete truc(s wi!! be guided in and out of t*e site so t*at t*ere is soot* f!ow wit*out an *indrances to t*e pour and t*e pub!ic at !arge =/5 Scope). *e concrete truc(s wi!! be sent to t*e concrete sap!ing area before it is a!!owed to enter t*e pour area for carring out andator ;ua!it c*ec(s =/5 Scope). "ppropriate !ig*ting wi!! be insta!!ed surrounding t*e perieter wa!!s and at t*e bui!ding footprints as re;uired. " standb e!ectrician wi!! be ade a#ai!ab!e t*roug*out t*e pouring operation. "de;uate first aid faci!it wi!! be pro#ided at site, and a!! safet precautions ensured. 3ediate! fo!!owing t*e casting of eac* section of t*e raft, ceent ortar strips -0 : -0 wi!! be fored into pane!s of suitab!e siEe, w*ic* wi!! *o!d water !i(e a pond. *is acti#it wi!! continue unti! t*e curing process is cop!ete. Po!t*ene s*eets wi!! co#er t*e water ponding to pre#ent e#aporation o#er w*ic* :panded Po!strene s*eeting of 14 Mg per cu densit and 20 in t*ic(ness wi!! be p!aced to pre#ent ingress of *eat b pro#iding an insu!ating barrier, in t*e e#ent e:terna! teperature e:ceeds 40 0 C.

S-M0.(,% -,D T*ST(,% R*%(M*: 4,M5 Scope6 During eac* concrete pour for #arious structura! e!eents, sap!es s*a!! be ta(en fro t*e fres* concrete at t*e specified sap!ing rate, for copressi#e strengt* and durabi!it testing. Concrete sap!es s*a!! be ta(en in accordance wit* t*e re;uireents of t*e Project ec*nica! Specification for P!ain + 6einforced Concrete /ateria! or re!e#ant .S code. " dedicated sap!ing area wi!! be !ocated wit* eas access and pro:iit to t*e site, w*ere trained !aborator tec*nicians wi!! carr out fie!d ;ua!it contro! c*ec(s, before a!!owing t*e transit i:ers to proceed into t*e site. *e concrete wi!! be c*ec(ed for s!up and teperature before a!!owing it to be poured in t*e #arious e!eents of t*e structure. *e !ab tec*nicians on a concrete pour record s*eet wi!! record t*e entire concrete p!aceent operation. nce t*e concrete cube sap!es *a#e *ardened sufficient! and can be stripped fro t*e ou!ds, t*e s*a!! be uni;ue! !abe!ed wit* an inde!ib!e ar(er


ROBODH


Date

14.08.2007


Reference No:



and teporari! p!aced in curing tan(s on site, ut teperature of curing water wi!! be onitored and aintained at 20B A2 or 9 2 degree Ce!sius. "fter 24948 *ours, t*e cubes wi!! be sent to t*e appro#ed appro#ed !aborator for continuation continuation of curing process and and t*en testing. " register wi!! be aintained of a!! t*e concrete cubes ta(en, for trace abi!it and record purposes. *is register wi!! inc!ude detai!s suc* as identification of test cube, date and tie tie of sap!i sap!ing, ng, /i: design designati ation, on, !ocat !ocation ion of sap!e sap!e after after batc*i batc*ing, ng, et*od et*od of copaction, dated of testing, age of sap!e, 'eig*t of sap!e, Densit, crus*ing !oad, crus*ing strengt* and signature of person ta(ing t*e sap!e.

%eneral ,otes: 1) 2) $) 4) -) >) 7) 8) I) 10) 11) 12) 1$) 14)

Concrete Concrete wi!! wi!! be p!aced p!aced on! on! on receipt receipt of '36Ks '36Ks and and /P c!earan c!earances. ces. Concrete Concrete P!aced P!aced wi!! be as per appro# appro#ed ed i: i: design. design. "dditi#e "dditi#ess wi!! be doEed doEed at t* t*ee batc*in batc*ingg p!ant p!ant itse!f. itse!f. Concre Concrete te wi!! be con#e con#eed ed fro batc*in batc*ingg p!ant p!ant to !ocati !ocation on of pour pour in purpose purpose bui!t bui!t i:er truc(s. Pipe!i Pipe!ine ness con#e con#eing ing concret concretee s*a!! s*a!! be f!us*e f!us*edd wit* wit* ceent ceent s!urr s!urr prior to pupi puping ng concrete. o water water wi!! be be a!!owed a!!owed to be i:ed i:ed at t*e t*e !ocatio !ocationn of t*e pour pour.. Surface Surface t*at t*at is to recei#e recei#e concrete concrete s*a!! s*a!! be c!ean c!ean and and ust be (ept (ept oist oist b spraing spraing a fine water ist. Concre Concrete te wi!! not not be dropp dropped ed fro ore ore t*an 2/, *eig*t *eig*t to a#oid a#oid segrega segregatio tionn of aggregates. *e teper teperature ature of of concrete concrete at t*e t*e tie of of p!acing p!acing s*a!! s*a!! not e:ceed e:ceed $0 $0 Deg C. Concrete s*a!! not be i:ed i:ed or p!aced if e:terna! teperature teperature e:ceeds $0 Deg C. oss of s!up s*a!! not not e:ceed 2- due to to teperature rising rising due to transportation transportation and p!acing. ibrators wi!! wi!! not be used used to cause concrete to f!ow into its position. "ppro#ed curing curing et*ods wi!! be be adopted on cop!etion of concreting. nce initia! setting of concrete *as ta(en p!ace #ibrators s*a!! not not be used.

Records:     

0recautions:

'36Ks as noted abo#e. Concrete Cube 6egister =/5 Scope) Gie!d 6ecord of Concrete =/5 Scope) "ppro#ed Subitta!s for /ateria!s o e sed. "ppro#ed et*ods stateent for Concrete Pour.


ROBODH


Date

14.08.2007




1) Care s*ou!d s*ou!d be be ta(en to to reo#e i!! i!! sca!e sca!e + rust forat foration ion before before p!ace p!aceent. ent. 2) 6ebar 6ebar s*ou!d not not be e:posed e:posed to weat*eri weat*ering ng conditio conditions ns for !ong !ong periods periods of tie. tie. $) Catwa!(s Catwa!(s s*ou!d s*ou!d be p!aced wit*out wit*out contact contact o#er t*e t*e reinforcee reinforceent nt for foot traffi trafficc to pre#ent deforities and disp!aceent of secured rebar. rebar.

H*-.TH 1 S-"*T/ R*&+(R*M*,TS: " fu!! tie safet officer wi!! be a#ai!ab!e at site during t*e entire duration of t*e concreting to onitor a!! safet aspects, and wi!! ensure t*at a!! safet guide!ines and procedures as en!isted in t*e Safet p!an are fo!!owed. 1) radese radesenn + e!pers e!pers s*ou!d wear wear suitab!e suitab!e protect protecti#e i#e c!ot*ing, c!ot*ing, safet safet s*oes s*oes + *ard *ats. 2) S*arp S*arp edges edges of t*e cut ends ends of reinfo reinforce rceen entt s*ou!d s*ou!d be suita suitab! b! rounde roundedd off to pre#ent injur to personne!. $) Personne! Personne! wor(in wor(ingg on *eig*ts *eig*ts wi!! wi!! be re;uir re;uired ed to wear wear safet safet be!ts. be!ts. 4) Personne! Personne! wi!! wi!! not be be a!!owed a!!owed to tra#e! tra#e! in an an cage, w*en w*en t*e s(ip s(ip is being being !ifted !ifted or !owered. -) ecessar ecessar Huard Huard rai!s rai!s and oe oe boards boards wi!! wi!! be erected erected as direct directed. ed.

*,7(RO,M*,T *,7(RO,M*, T-. R*&+(R*M*,TS R*&+(R*M*, TS 1)"!! waste ateria!s reo#ed fro t*e site wi!! be transported and duped at appro#ed duping areas. 2)Disposa! wi!! be carried out as per t*e !oca! !egis!ation and practices in force. $)Concr $)Concrete ete truc(s truc(s wi!! wi!! be peri peritte ttedd to was*o was*out ut or disc*a disc*arge rge waste waste concre concrete te in designated areas on!.

M S For Raft

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