Quality Control Plan

Rehabilitation and Upgrading of Pakpattan Canal, Khadir Branch and Pakpattan Islam Link Contract: PCSBIP/ICB!"

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CONTENTS INTRODUCT INTRODUCTION. ION..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ............... ............... ........... ....2 2

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QUALITY QUALITY POLICY. POLICY..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ .......... ...2 2

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QUALITY QUALITY OBJECTIVES.. OBJECTIVES...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ............ ............... .............. ...........2 ....2

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POLICY POLICY REVIEW... REVIEW....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ .............3 ......3

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MANAGEMEN MANAGEMENT T RESPONSIB RESPONSIBILIT ILITY.... Y........ ........ ........ ........ ........ ........ ........ ........ ........... .............. .............. ..............4 .......4

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QUALITY QUALITY SYSTEM AT AT SITE........ SITE............ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ..........6 ...6

QUALITY QUALITY ASSURANCE ASSURANCE PLAN........ PLAN............ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............7 ......7 2.1

CONTRA CONTRACTOR’ CTOR’S S SUBMITT SUBMITTALS. ALS..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... .............. ............. .....

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EART!WOR EART!WOR"... "....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ............... .......... ..12 12

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CONCRETE CONCRETE WOR"..... WOR"......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ............ ............... .............. ...........15 ....15

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STONE PIT PITC!IN C!ING G # STONE APRON... APRON....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......1 ...1

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BRIC"W BRIC"WOR".. OR"...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ............... ...............16 .......16

QUALITY QUALITY CONTROL CONTROL PLAN..... PLAN......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ..........1 ......1 3.1

PRE$ACE PRE$ACE.... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ...... ..1 1

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DOCUMENT DOCUMENT CONTROL.. CONTROL...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ...........1 .......1

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PROCUREME PROCUREMENT NT CONTROL..... CONTROL......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ..............1% .......1%

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CONSTRUCT CONSTRUCTION ION MATERIA MATERIAL L CONTROL.. CONTROL...... ........ ........ ........ ........ ........ .......... ............. ............... ..............2& ......2&

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PROJECT PROJECT PROCESSES... PROCESSES....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............. ............... ..........21 ...21

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CALIBR CALIBRA ATION O$ VARIOUS ARIOUS DEVICE DEVICES S ' EQUIPMENT. EQUIPMENT..... ........ ........ .......... ............. ...............24 ........24

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TEST PROGRA PROGRAMME.. MME...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ............ ............... ......... 24

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QUALITY QUALITY RECORD RECORDS... S....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ ............... ............... .............. ...........3& ....3&

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TRAINI TRAINING.. NG...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ............... ............... ........... ....33 33

3.1& INTERNAL QUALITY AUDITS................... AUDITS............................. ..................... ..................... ..................... ...................34 ........34

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INTRODUCTION

#he P$n%ab Irrigated &gric$lt$re &gric$lt$re In'estment Program (PI&IP) is being financed %ointl* b* the &sian +e'elopment +e'elopment Bank (&+B) and the o'ernment of P$n%ab- #he In'estment Componen Componentt of PI&IP incl$des incl$des Rehabil Rehabilitati itation on and Upgradin Upgrading g (R.U) (R.U) of Pakpattan Pakpattan Canal, Canal, Khadir Branch and Pakpattan Islam Link- &fter a Process of International Contract Bidding (ICB), the contract is aarded to 0/s Sinoh*dro 1 23L 4oint 5ent$re on the basis of f$lfilling the international standards of e6pertise in constr$ction1.1

QUALITY ITY POLICY ICY

It is the polic* of SINOHYDRO-NEL Joint Venture, to Venture, to s$ppl* ork and ser'ices of high and consistent consistent 7$alit* 7$alit* to its ClientsClients- #hese ill be in accordance accordance ith the SINOHYDRO-NEL Joint Venture organisational Venture organisational goals, Client8s re7$irements and e6pectations- #his polic* ill be re'ieed at reg$lar inter'als to ens$re that it is still $p to date and rele'ant &ll operations shall be carried as per Standard 9perating Proced$res or #echnical #echnical Specifications pro'ided b* the client- +e'iation from the proced$res and specifications m$st be first notified to the 0anagement- 0anagement is responsible for final appro'al of all changes to proced$res prior to implementationIt is part part of the the SINOHYDRO-NEL Joint Venture Venture training programme that this polic* is $nderstood, implemented and maintained at all le'els in the organisationorganisation#his statement represents o$r commitment, on behalf of SINOHYDRO-NEL Joint Venture to the $alit* Polic*-

Responsibilities Pro%ect 0anager is responsible to implement this polic* at site-

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QUA QUALITY ITY OBJ OBJECTIV CTIVES ES

;olloing are the $alit* ob%ecti'es based on the SINOHYDRO-NEL SINOHYDRO-NEL Joint Venture Venture $alit* Polic*< •

&dherence to ork ork sched$les on time, each time-

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#o propagate the compan* $alit* &ss$rance and Safet* polic* ob%ecti'es at site-

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3ns$re the highest le'el of 7$alit* b* maintaining s$per'ised controls and ritten instr$ctions go'erning $alit* Control proced$res . practices3stablish clearl* defined responsibilities for compliance-

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0eet 0eet contra contract$ ct$al al re7$i re7$irem rement ents s b* confor conforman mance ce to Contr Contrac actt +oc$m +oc$ment ents s and applicable standardsComplete . maintain acc$rate records of inspections and tests-

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3ns$re that correcti'e action is properl* implemented and doc$menteddoc$mented-

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0aintain proced$res to ens$re that 7$alit* re7$irements are comm$nicated to all le'els, incl$ding s$bcontractorss$bcontractorsPro'ide health* orking and li'ing en'ironment at site and ens$re o$r Safet* targets of =ero &ccident, =ero In%$r* and =ero Propert* +amage3nhance orking skills of personnel thro$gh formal onthe%ob and planned training-

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#he $alit* polic* and 9b%ecti'es are to be circ$lated to all departments and section In char charge ges s at site site,, ho ho ill ill be resp respon onsi sibl ble e for for its its $nde $nders rsta tand ndin ing, g, prom prom$l $lga gatio tion n and and implementation- #he $alit* Polic* is to be displa*ed at all the prominent places to facilitate ma6im$m e6pos$re to the SINOHYDRO-NEL Joint Venture emplo*ees1.

POLICY REVIE!

Polic* Re'ie responsibilit* at site is thro$gh a re'ie committee consisting of P0 and In charge of the sections- #his re'ie committee is to periodicall* coordinate and control the acti acti'i 'iti ties es of the the $al $alit* it* S*st S*stem em bein being g carr carrie ied d o$t o$t at site site,, re'i re'ie e and and e'al e'al$a $ate te the the performan performance ce of the $alit* S*stem and attainmen attainmentt of $alit* $alit* ob%ecti'esob%ecti'es- #he ma6im$m period beteen Polic* Re'ie meetings is t o months- >oe'er, the meeting ma* be called at an* time hen it is considered necessar* necessar* on the direction of P0#he agenda of the Polic* Re'ie meeting is prepared b* &/C 0anager in cons$ltation ith the P0 and distrib$ted to the re'ie committee ell in time- #he agenda co'ers b$t is not limited to the folloing points:     

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#he progress monitoring of e6ec$tion acti'ities#he organi?ational str$ct$re, incl$ding the ade7$ac* of staffing and reso$rces#he str$ct$re and degree of implementation implementation of the $alit* S*stem36ternal / Internal I nternal &$dit &$dit Reports+isc$ssi +isc$ssions ons on the ca$ses ca$ses for nonconf nonconformi ormities ties and 'erification 'erification of the res$lting res$lting correcti'e / pre'enti'e actionsC$stomer complaints5endor 5endor / s$bcontractor Performance9ther Site Iss$es-

"eetin# P$o%ee&in#s 0eeting is to proceed in the folloing manner:  

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;ollo$p of the decision made in the pre'io$s meetingIf implementation is s$ccessf$ll* achie'ed on pre'io$s decision, it is then eliminated from the agenda otherise the reason for nonimplementation is disc$ssed and a remedial correcti'e action is decidedPoint ise disc$ssion as per &genda-

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2e 2e poin points ts reco record rded ed ith ith deci decisi sion ons s on nece necess ssar ar* * acti action ons s and and assi assign gnin ing g of responsibilities responsibilities for correcti'e and pre'enti'e actions against a target date-

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Re%o$& o' t(e "eetin#s #he min$tes of the Polic* Re'ie meeting is to be recorded and distrib$ted to all concerned persons for follo$p- #he min$tes incl$de the name of persons ho attended the meeting, matters re'ieed, decisions taken on re7$ired actions, the names of persons responsible responsible for implementing s$ch actions and the dates b* hich the* are to be completed1.) 1.) "ANA "ANA*E *E"E "ENT NT RESP RESPON ONSI SIBI BILI LITY TY #he pro%ect specific organogram for site is placed at Anne+,$e-A P$oe%t "/n/#e$ #he Pro%ect 0anager together 0anager together ith his ke* f$nctionaries ha'e the declared responsibilit* for implem implement enting ing the $ali $alit* t* progra programme mme in their their respec respecti' ti'e e areas areas of respo responsi nsibil bilit* it* and operation- Brief 4ob +escriptions (4+s) is gi'en belo for the ke* f$nctionaries at Site•

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>e is responsible to prepare the Pro%ect $alit* Plan and implementation of the pro%ect organi?ation, e6ec$tion, safet* and 7$alit* plans>e keeps keeps liaiso liaison n bete beteen en the Cons$ Cons$lta ltant, nt, Clien Clientt and Pro%e Pro%ect ct team team for o'eral o'eralll directionsPlans Plans constr constr$c $ctio tion n progra programs ms and sched sched$le $les s for field field e6ec$t e6ec$tio ion n opera operatio tions ns in accordance ith contract$al re7$irements &ppro'es correcti'e correcti'e and pre'enti'e pre'enti'e actions on nonconformities nonconformities--

Site "/n/#e$ >e reports to the Pro%ect 0anager for e6ec$tion of prod$ction/constr$ction, safet* and 7$alit* plans in his area of e6ec$tion>elps >elps in the preparat preparation ion of Pro%ect Pro%ect $alit* Plan in cons$lta cons$ltation tion ith concerne concerned d departmentsCont Contro rols ls . S$pe S$per' r'is ises es cons constr$ tr$ct ctio ion n acti acti'i 'iti ties es in his his area area of resp respon onsi sibi bili lit* t* in accordance ith contract$al re7$irementsCoordinates ith the field s$pport gro$ps, &/C and Safet* for e6ec$tion-

QA0QC "/n/#e$ #he $alit* Control (C) 0anager ill be responsible for o'erseeing o'erall implementation implementation of $alit* Control Plan and ill coordinate all pro%ect testing, inspections and reporting matters directl* ith the Pro%ect 0anager and Site 0anager- #he C 0anager and all orkers ha'e the a$thorit* to intercede directl* and stop ork d$e to an* $nsafe ork practices or site conditionsD,ties • •

Preparation, appro'al and implementation of the &.C Plans5erification of 0aterial as per pro%ect Specifications-

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Inspe Inspecti ction on of deli deli'er 'ered ed mater material ials s as per per Pro%ec Pro%ectt Speci Specific ficati ations ons and Rele'a Rele'ant nt standardsCoordination Coordination ith Independent labs for cond$cting different test according to pro%ect specifications3ns$re that all materials and constr$ction are in accordance ith the re7$irements for the completeness, acc$rac*, constr$ctabilit* in compliance to the re7$irement of Contract +oc$ments+oc$mentation for material and administrati'e appro'als and back$psCarr* o$t and participate in eekl* progress and C 0eetings0anpoer ade7$ac* checking as per sched$led acti'itiesS$per'ision of $alit* Inspectors for f or different Inspection acti'itiesInspection of Ci'il orks e6ec$ted b* S$bContractors3ns$re to carr* o$t all ork in a safe manner in accordance ith site r$les and reg$lationsCarr* o$t 7$alit* control checks as defined on 7$alit* plans as directed b* Pro%ect 0anager@itness critical installation acti'ities as defined on contractorAs 7$alit* plan3ns$re 3ns$re that orks are coordinated coordinated in an effecti'e effecti'e manner manner so that programmed programmed ob%ecti'es are achie'ed-

Const$,%tion "/n/#e$ Constr$ction 0anager reports to Site 0anager and is responsible responsible to ens$re accomplishment accomplishment of field field acti'itie acti'ities s in accordan accordance ce ith appro'ed appro'ed 0ethodolo 0ethodolog* g* . specifie specified d re7$irem re7$irements ents-0anag 0anage e constr constr$ct $ction ion field field acti'i acti'itie ties s ith ith the help help of Site Site 3ngin 3ngineer eer . s$per' s$per'iso isorsrs- Co Co ordinates ith &/C for inspections, testing and identification of root ca$ses against non conformitiesPl/nnin# En#inee$ Plann Planning ing 3ngin 3ngineer eer repor reports ts to the Site Site 0anag 0anager er in his discip disciplin line e and is respo responsi nsible ble to sched$le . detail planning of Reso$rces against the specified scope of ork- 0onitor and Cont Contro roll prog progre ress ss main mainta tain inin ing g . repo report rtin ingg- Prep Prepar arat atio ion n and and appr appro' o'al al of e6ec e6ec$t $tio ion n methodolog* from Cons$ltant- 9'erall Control of +oc$mentation +oc$mentation flo to concerned sectionsCoordination Coordination among concerned departments, sections, Cons$ltant and Client for necessar* arrangements and reso$rces allocations"/n/#e$ A&in 0anager &dmin report reports s to Site Site 0anag 0anager er and is respon responsib sible le to estab establis lish h and mainta maintain in administration s*stem at site- 0aintain personnel records, increments and pa* alloancesCoord Coordina inates tes ith ith labor labor and and social social sec$ri sec$rit* t* depart departmen mentsts- 3ns$r 3ns$res es arrang arrangeme ements nts of comm$nica comm$nication tion,, transpor transport, t, accommod accommodatio ation, n, messing, messing, f$rnit$re f$rnit$re and proper proper protocol protocol for g$ests and 'isitorsSE "/n/#e$

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>S3 0anager f$nctionall* reports to >ead Safet* and administrati'el* to Site 0anager and is responsible to implement the Pro%ect 3n'ironmental 0anagement Plan, SS30P, safet* polic* and Site >S3 Plan- >e is responsible to organi?e the Safet* training program, ens$re a'ai a'aila labi bili lit* t* of P-P-3, fire firef fig ight htin ing g e7$i e7$ipm pmen entt- Prep Prepar ared edne ness ss for for acci accide dent nts s . cris crisis is managementReso,$%e "/n/#eent &ll reso$rce re7$irements re7$irements at site are assessed on the basis of reso$rce plans based on contract specifications- #hese reso$rce plans are $sed for identif*ing, estimating, sched$ling sched$ling and allocating rele'ant reso$rces- #hese plans are s$b%ect to m$ltiple re'isions, depending $pon the act$al $sage re7$irements- ;or f$rther details please refer to Pro%ect Process Control-

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QUAL QUALIT ITY Y SYS SYSTE TE" " AT SITE SITE

PURPOSE #he p$rpose of the $alit* S*stem at site is to establish and maintain  SINOHYDRO-NEL Joint Venture Venture Cons$ltant and Client specified $alit* management s*stem at SiteRESPONSIBILITY #he P0 at site is responsible to establish and maintain the $alit* S*stem-  SINOHYDRO- NEL Joint Venture Venture $alit* S*stem is based on a hierarch* of the $alit* Polic*, & / C Plan, Specifications, Proced$res Proced$res . 0ethods, &nal*sis &nal*sis of Pro%ect $alit* Records and Polic* Re'ie-

Q,/lit3 Poli%3 4 Obe%ti5es

QA 0 QC Pl/n

Spe%i'i%/tions6 P$o%e&,$es 4 "et(o&s

An/l3sis o' P$oe%t Q,/lit3 Re%o$&s

Poli%3 Re5ie7

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QUA QUALITY LITY ASSUR SSURA ANCE NCE PLA PLAN N

This This Qual Qualit ity y Assur ssuran ance ce lan lan !QA !QA"" is an e##o e##ort rt to outl outlin ine e the the acti acti$i $iti ties es o# the the SINOHYDRO-NEL Joint Venture in Venture in a%e&uate %etails #or the 'ui%ance o# its sta## an% other rele$ant ersonnel %urin' the construction acti$ities o# the (ro)ect to satis#y the the re&u re&uir ire* e*en ents ts o# +ont +ontra ract ct It re7$ re7$ir ires es that that indi indi'i 'id$ d$al als s ha'e ha'e clea clearl rl* * defi define ned d responsibilities and lines of comm$nication to enable all aspects of the ork acti'ities to be assessed and accepted and if a problem is disco'ered, the sol$tion is 7$ickl* fo$nd- &P cannot replace the e6perience of reasonable and responsible staff< hoe'er it can help t hem in selection of timel* and se7$ential line of 'ario$s acti'ities and in keeping and maintaining retrie'ab retrie'able le record doc$ment doc$mentatio ationn- #his #his &P is speciall speciall* * designed designed for Rehabilitation and Upgrading of Pakpattan Canal, Khadir Branch . Pakpattan Islam Link Pro%ect (Contract 2oPCSBIP/ICB !")The SINOH SINOHYDRO YDRO-NEL -NEL Join Jointt Ve Venture nture is, in (artic (articula ular, r, res(onsi res(onsile le #or the Qualit Quality y +ontrol o# the .or/s as (er +ontract S(eci#ication +onsultant0s su(er$ision an% sur$eillance %oes not relie$e the +ontractor o# his contractual oli'ations The asic (ur(ose o# QA is to ensure that the Quality +ontrol Syste* is in (lace an% (er#or*in' to the re&uire*ents o# +ontract %ocu*ents %urin' the construction (erio% #he 7$alit* re7$irements are based on pro'isions for technical specifications as per contract doc$ doc$me men nts for for Re Rehab habili ilitat tation ion and Up Upgra gradin ding g of Pak Pakpat pattan tan Ca Canal nal,, Kha Khadi dirr Bra Branch nch . Pakpattan Pakpa ttan Isla Islam m Lin Link k Pro% Pro%ect ect-- 0a6im 0a6im$m $m effort efforts s ha'e ha'e been been e6ert e6erted ed in making making &P an acceptable and tangible doc$ment for all le'els of e6ec$tion and s$per'isor* staff and no'ice no'ice to e6peri e6perien encece- #echnica chnicall notes notes are pro'i pro'ided ded at place places s to de'elo de'elop p field field staff8 staff8s s approach and insight for a $sef$l and effecti'e s$per'ision, itho$t $ndermining adherence to the contract specificationspecification#he Contract +oc$ments +oc$ments are the basis basis for this &P, &P, therefore, therefore, here here an ambig$it* ambig$it* is detect detected ed bete beteen en the proced proced$re $res s and re7$i re7$irem rement ents s of &P and conten contentt of Contr Contract act +oc$ments then the later takes the precedence#he folloing are the ob%ecti'es hile form$lating &P•

#o define and adopt a se7$ential and s*stematic 7$alit* ass$rance line of action ith participa participation tion of the other other stake holders holders for ens$ring ens$ring of all s$bmittals, s$bmittals, proc$rem proc$rement, ent, e6ec$tion of orks and other on and off site constr$ction acti'ities- #hese acti'ities ma*

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also incl$de material s$ppl*, testing and reporting en'isaged in the specification of the pro%ect#o mainta maintain in a$dita a$ditabl ble e record record of all tests, tests, inspec inspectio tions, ns, proced proced$re $res s and and correc correcti' ti'e e

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meas$res and an* other information considered helpf$l#o define the assignment and responsibilities of the Contractor8s field staff and other

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rele'ant personnel at site ith respect to $alit* &ss$rance of the pro%ect 'isa'is the Contractor8s $alit* Control Programme and their interaction ith the client and the Cons$ltant#o pre'ent nonconformities thro$gh proacti'e $alit* &ss$rance-

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CONT CONTRA RACT CTOR OR9S 9S SUB" SUB"ITT ITTA ALS Obe% e%ti5e i5e

#he ob%ecti ob%ecti'e 'e of this this Sectio Section n is to g$ide g$ide the field staff staff of the SINOHYDRO-NEL Joint Venture regarding different s$bmissions to be made in the form of check re7$ests, test Venture re7$e re7$ests sts,, appro appro'al 'al re7$e re7$ests sts and a$thor a$thori?a i?atio tion n re7$es re7$ests ts for e6ec$t e6ec$tio ion n of orkork- #hese #hese s$bmissions ill be made b* for methodological methodological constr$ction e6ec$tion orks2.1 2.1.2

Appli ppli% %/bili bilit3 t3

#he Contrac Contractt +oc$m +oc$men ents ts for Reha Rehabili bilitatio tation n and Upg Upgradi rading ng of Pakp Pakpattan attan Cana Canal, l, Khad Khadir ir Branch . Pakpattan Islam Link Pro%ect re7$ire Pro%ect re7$ire the Contractor to s$bmit certain doc$ments to the the Cons Cons$l $lta tant nts, s, i-ei-e- befo before re,, d$ri d$ring ng and and afte afterr the the e6ec e6ec$t $tio ion n of the the ork orkss- #hes #hese e doc$ments / rite$ps ma* incl$de< •

@ork Programmes (&s per Contract specifications)

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$alit* Control #est Res$lts (&s per Contract specifications)

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+raings and data for 37$ipment (&s per Contract specifications) specifications)

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Installation Instr$ctions for 37$ipment (&s per Contract specifications)

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9perat 9peratio ion n and and 0ain 0ainten tenanc ance e 0an$a 0an$all for mechan mechanica icall e7$ip e7$ipmen mentt (&s per Contr Contract act specifications)

•

0an$fact$rer8s Certificates for 'ario$s Constr$ction 0aterials like ater stops, bearing pads, e6pansion %oint fillers and sealants-

#he s$bmittals s$bmittals for 'ario$s 'ario$s items of Pro%ect Pro%ect @orks are pro'ided in the checklis checklistt C:L-1.1 ;C(e%
P()* + 


C:L 1.1 >1? CEC:LIST @OR CONTRACTOR9S SUB"ITTALS

*ene$/l S$. No. "-"

"-D

S,bitt/l Contractor8s ork Programme incl$ding arrangements, arrangements, order and timings +etails of the Programme and Reso$rce Sched$le

Do%,ent @o$/t

Tie @o$ S,bission

Contractor8s ;ormat

@ithin DE da*s of deli'er* of L9&F and $pdates hen re7$ired

&s per Specification Specification

Contractor8s ;ormat &s per Specification Specification

@ithin DE da*s of deli'er* of L9&

"-G

Re7$est for S$r'e* Contr Contract actor8 or8s s ;ormat ;ormat check b* the Contractor

Prior Prior to comme commence ncemen mentt of orks

"-H

Contractor8s $alit* Control Programme

Prior Prior to comme commence ncemen mentt of orks

Contr Contract actor8 or8s s ;ormat ;ormat

#hese s$bmissions shall be made b* the Contractor to #he 3ngineer for prior detailed re'ie and agreement/ad'iceF Letter of &cceptance-

P()* + %


C:L 1.1 >2? CEC:LIST @OR CONTRACTOR9S SUB"ITTALS E/$t(7o$
S,bitt/l

Do%,ent @o$/t


D-"

Plan for +i'ersion @orksF

Cont Contra ract cto or8s r8s ;or ;orma matt

Prio Priorr to to Con Const str$ r$ct ctio ion n of of di'ersion orks

D-D

0aterial8s So$rce &ppro'alF

Cont Contra ract cto or8s r8s ;orm ;ormat at

Prio Priorr to comm commen ence ceme ment nt of component of ork

D-G

$alit* Control/ &ss$rance #e #ests to be s$bmitted direct to #he 3ngineer

Cont Contra ract cto or8s r8s ;orm ;ormat at

&s per per re7$ re7$ir irem emen ents ts of specifications specifications and &P

D-H

SS30P for Borro &rea-

Contr ontra acto ctor8s r8s ;o ;ormat rmat

Prio rior to to sta start of Constr$ction-

F

#hese s$bmissions shall be made b* the Contractor to #he 3ngineer for detailed re'ie and agreement/ad'ice-

P()* + 1&


C:L 1.1 >? CEC:LIST @OR CONTRACTOR9S SUB"ITTALS

Con%$ete !o$
S$. No.

S,bitt/l

Do%,ent @o$/t


G-"

0ethod Statement

Contractor8s ;ormat

Prior to Constr$ction

G-D

0ill test Certificates for Steel Reinforcement

0an$fact$rer8s ;ormat

&long ith deli'er* deli'er* of steel at site

G-G

Bar Bending Sched$le

BB!"

G da*s Prior to Commencement Commencement of fabrication of ReSteel

G-H

$alit* Control #ests for Concrete orks

RefRef- to to sec secti tion on G-G--

&s per per re7$ re7$ir irem emen ents ts of of specifications-

G-J

0an$fact$rer8s Certificate for R$bber ater stops, bearing pads %oint filler and sealants

0an$fact$rer8s ;ormat

Prior to proc$rement

G-

SS30P as per 30P re7$irements

Contractor8s ;ormat

Prior to start of Constr$ction

#hese s$bmissions shall be made b* the Contractor to #he 3ngineer for detailed re'ie and agreement/ad'iceagreement/ad'ice-

P()* + 11


2.2

EART!OR:

2.2.1

Obe% e%ti5e i5e

9b%ecti'e of this Section is to pro'ide the recommended g$idelines to the Sinoh*dro23L 4oint 5ent$re field staff for their g$idance in performing 7$alit* ass$rance of earthork for str$ct$res and for the canal embankments etc- pertaining to the Permanent @orks #his #his Secti Section on co'ers co'ers the open open c$t/fo c$t/fo$n $ndat dation ion e6ca'a e6ca'atio tions, ns, fo$nda fo$ndatio tion n backf backfill ills s for the str$ct$res and earthork for irrigation canal embankments- #he recommended g$idelines can also be $sed for other similar orks and earthork re7$ired for di'ersion arrangements2.2. 2.2.2 2

Cons Const$ t$,% ,%ti tion on E,i E,ip pen entt

Selection of t*pe of e6ca'ation and compaction e7$ipment m$st be done isel* keeping in 'ie the b$lk of ork and efficienc* of the e7$ipment and that the selected e7$ipment is capable and ade7$ate to perform the re7$ired earthorkearthork- #he folloing ma* be deplo*ed as per the nat$re of ork in'ol'ed< •

36ca'ators

•

+o?er

•

#ractors ith implements

•

;ront 3nd Loaders

•

+ragline 36ca'ators / Cranes

•

+$mp #r$cks

•

0otor raders

•

@ater Boser

•

+eatering &rrangements

•

Compactors(Rollers)

•

;lood Light &rrangements

•

2.2. Ins Inspe%tion Setting o$t details on site as per design ill be the responsibilit* of the field staff- #he • Cons$ltant8s thro$gh their on field staff shall check the settingo$t acc$rac*, s$r'e* control for 2SL and design le'els b* %oint s$r'e* ith Contractor- #hese #hese s$r'e*s shall be

P()* + 12


carried o$t b* Contractor8s s$r'e*ors in the presence of Cons$ltant8s Inspectors- #he site inspector -shall monitor the e6ca'ation slopes for stabilit* and compaction of the s$b grade and fills, etcIf the Contractor enco$nters et or sl$sh, he is re7$ired to report to the Cons$ltant8s Site 3ngineer ho ill %ointl* inspect the site, e'al$ate according to 3arthork S$b Cla$se of #echnical Specifications of Contract +oc$ments and s$bmit their recommendations for appro'al b* the 3ngineer•

#he Control of moist$re and compaction of soils in the embankment of canals and compacted earth consists of inspection of the material $sed, checking the amo$nt and $niformit* of the soil moist$re, maintaining the thickness of la*er, and finall* determining determining the percentage of relati'e +r* +ensit* of the compacted fill-

•

#he relati'e +r* +ensit* of the compacted fill is determined on the basis of ;ield +ensit* #ests and the Reference Laborator* Compaction #ests- #he ;ield +ensit* #ests shall be performed b* the Contractor8s staff as and hen directed b* the 3ngineer Incharge or Site Inspectors-

•

#ests at critic critical al areas areas shall shall be carr* carr*in ing g o$t o$t b* Cons$ Cons$lta ltant8 nt8s s staff staff and 'erifi 'erified ed in Cons$ltants ;ield Laborator*-

•

#he Standard/0odified Proctor Compaction #ests are $sed as Reference Laborator* #ests for fine grained cla*e* soils- #hese tests shall be performed at the Contractor8s ;ield Laborator*-

•

#he 0a6im$m and 0inim$m +r* +ensit* #est res$lts (from e6ternal laborator*) are $sed as Reference Laborator* #ests for cohesion less sand* soils-

•

#he soils ha'ing less than "D passing 2o- D!! sie'e are defined as sand* or non cohesi'e soils-

•

#he Site Inspector sho$ld see that all perishable matter and an* soil hich ma* become $nstable $pon sat$ration, s$ch as highl* organic soils, loose silts, 'er* fine sands/silts and e6pansi'e cla*s etc- are not present in the fo$ndations- #hese soils either need to be remo'ed or impro'ed to the e6tent necessar* to pro'ide a safe, stable fo$ndation or s$bgrade $nder operating conditions-

•

& good bond beteen the fo$ndation f o$ndation and first la*er of fill is achie'ed b* moistening the fo$ndation rather than $sing a 'er* et embankment la*er-

P()* + 13


•

;or ;or $al $alit it* * &ss$r ss$ran ance ce (&) (&) of earth earth ork ork oper operat atio ions ns the the Staf Stafff shal shalll proc procee eed d in accordan accordance ce ith C:L-1.2>1? ;C(e%2? ;C(e%
•

&n important f$nction of inspection is to determine hen and here to make ;ield +ensit* #ests- #hese tests sho$ld be made in areas here degree of compaction is

•

do$btf$l &reas of do$btf$l densit* are sometimes detected b* obser'ation- Possible locations of ins$fficient compaction incl$de: 

#he #he %$nc %$ncti tion on bet betee een n area areas s of mech mechan anic ical al tamp tampin ing g and and roll rolled ed eart earth h fill fill embankment embankment along ab$tments or c$toff alls-



&reas here rollers t$rn d$ring d$ring rolling operationsoperations-



&reas here too thick la*er is being being compactedcompacted-



&reas here improper moist$re moist$re content e6ists in the soil-



&reas here less than specified specified n$mber of roller roller passes ere made-



&reas here o'ersi?ed rock hich hich has been o'erlooked, o'erlooked, is contained contained in the fillfill-



&reas containing containing material differing differing s$bstantiall* s$bstantiall* from the a'eragea'erage-

•

2.2.) 2.2.)

Spe%i' Spe%i'ie& ie& Lii Liits ts 'o$ 'o$ De#$ De#$ee ee o' o' Cop/ Cop/%ti %tion on @hile performing control o'er compaction the limits gi'en belo from specifications

•

sho$ld be obser'ed-

Cop/%tion Re,i$eents Des%$iption •

Backfill aro$nd Str$ct$res abo'e fo$ndation le'el

•

Special Backfill and ;ill beneath Str$ct$res (;o$ndations) ;o$ndation $nder Canal 3mbankment / S$bgrade for Lining Canal

•

•

Co(esionless Soils

Co(esi5e Soils

•

M! 0odified Proctor +r* +ensit*

•

MJ 0odified Proctor +r* +ensit*

•


•

M! 0odified Proctor +r*

•

•

•

•

! Relati'e +ensit*

E! Relati'e +ensit*

! Relati'e +ensit* ! Relati'e

P()* + 14


• •

3mbankments (0ain or Branch) +ist*/0inor embankments

+ensit* •


+ensit* •

! Relati'e +ensit*

•

•

P()* + 15


2.2. 2.2.8 8

@$e @$e,e ,en% n%3 3 o' Cont Cont$o $oll Te Tests sts #he recommended tests, their proced$res, fre7$enc* and the re7$ired facilities for an effecti'e 7$alit* control/ass$rance of earthork are presented in Section 12 Test ro'ra**e3 - #he contractor8s field staff is re7$ired to ens$re that these test tests s are are perf perfor orme med d as per per spec specif ifie ied d fre7 fre7$e $enc ncie ies s in the the reco recomm mmen ende ded d laboratories or at site- #he field tests sho$ld be performed in the presence of the 3ngineer8s site Inspector and the res$lts recorded immediatel* on completion of the test, d$l* signed b* the a$thori?ed representati'e of the Contractor and Cons$ltants- An Cons$ltants- An in%e(en%ent recor% o# the tests shoul% also e *aintaine% y consultant0s #iel% sta##, in a%%ition to the su*ittals o# the +ontractor

C:L 1.2 >1? CEC:LIST @OR STRUCTURAL ECAVATIONS Iss,es

S "-

D-

G-

H-

•

•

•

•

A%tion b3

Le'el of #B0s established b* the Contr Contract actor or,, Confir Confirm m b* S$r'e* S$r'e* Control-

•

•

2SL b* checking of the s$r'e* data and record entries- Check and appro'e b* S$r'e* Control-

J-

•

Loca Locati tion on of spoi spoill or d$mp d$mp for for e6ca e6ca'a 'ate ted d mate materi rial al-- 9pti 9ption onal al Check b* 5is$al Inspection-

-

•

+eplo*ment 37$ipment-

of

proper

•

•

•

•

3ngineer8s Rep-

Compl omplet ete e sett settin ing g o$t/ o$t/la la* *o$to$tChec Check k b* S$r' S$r'e* e* Cont Contro roll and and +imensional InspectionLocation and le'el of le'el pegs, Check Check b* 'is$al 'is$al inspecti inspection on and S$r'e* Control-

Re%o$&0Re po$tin# Do%,ent

•

•

;S,$5e3 4 Le5el Boo<= /n& Re'. to Se%tion .

•

Contractor8s S$r'e*or •

Lab #echnician

Re'. Se%tion .

Lab #echnician


•


-

•

E-

•

&de7$ate deatering to desired le'els, before start of e6ca'ation belo ater table- @ater le'el to be main mainta tain ined ed G ftft- belo belo  the the loest loest fo$ndati fo$ndation on le'elle'el- 3ns$ 3ns$re re b* ph*sical inspection Compl omplet ete e info inform rmat atio ion n abo$ abo$tt condition of soil i-e- dr*, et or sl$shCheck b* ph*sical inspection and record obser'ations-

M-

•

Stab Stabil ilit it* * of e6ca e6ca'a 'ate ted d slop slopes es-3ns$re 3ns$re b* ph*sical inspectioninspe ction-

"!-

•

;inal le'els of e6ca'ated s$rf s$rfac aces es and and reco record rd entr entrie iessChec Check k b* S$r' S$r'e* e* Cont Contro roll and and make record entries-

•

•

Lab #echnician


•

Lab #echnician


Lab #echnician


•

•

3ngineer8s Rep-

•

Contractor8s S$r'e*or

;S,$5e3 4 Le5el Boo<= /n& Re'. Se%tion .

All actions should be taken in accordance with the Contract Specifications Specifications and Contractor’s Work Methodology as approved by the Engineer. Engineer.

•

C:L 1.2 >2? CEC:LIST @OR CANAL EART!OR:S Iss,es

S

"-

D-

G-

•

•

•

A%tion b3

Le'el of #B0s established b* the Contractor to be checked %ointl* %ointl*2SL b* checking of the s$r'e* data and make record entries b* 4oint S$r'e*Compl Complete ete settin setting g o$t/la o$t/la*o *o$t$tCheck b* S$r'e* Control and +imensional Inspection-

H-

•

Loca Locati tion on and and le'e le'ell of le'e le'ell pegs pegs,, Chec Check k b* spot spot 'is$ 'is$al al inspection and S$r'e* Control-

J-

•

;inal nal

le'e le'ells

of

e6ca'a ca'ate ted d

•

•

•

Re%o$&0Re po$tin# Do%,ent • • • •

En#inee$9s Rep. Cont$/%to$9s S,$5e3o$

•

;S,$5e3 4 Le5el Boo<= /n& Re'. to Se%tion .


s$rf s$rfac aces es-- Chec Check k b* S$r' S$r'e* e* Control-

•

+eplo*ment e7$ipment-

-

•

E-

•

M-

•

"!-

•

of

proper

L/b Te%(ni%i/n


Clearing, r$bbing and Strippin Strippingg- 3ns$ 3ns$re re b* ph*s ph*sic ical al inspection-

L/b Te%(ni%i/n


&ppro'al of backfill material (e6c (e6ca' a'at ated ed or borr borro oed ed))Check b* ph*sical Inspection or #est Proced$res-

L/b Te%(ni%i/n @iel& L/b.


Comp Compac acti tion on cont contro roll d$ri d$ring ng e6ec$tio e6ec$tion n Check Check b* ph*sical ph*sical Inspection and #est Proced$res-

L/b Te%(ni%i/n


Reco Record rds s of all all #ests sts made made d$ri d$ring ng time time peri period od-- Upda Update te periodicall*-

L/b Te%(ni%i/n


All actions should be taken in accordance with the Contract Specifications Specifications and Contractor’s Work Methodology as approved by the Engineer. •

2.

CONCRETE !O !OR:

2..1 •

Obe% e%ti5e i5e 9b%ecti'e of this section is to pro'ide the recommended g$idelines, se7$ential inspection proced$res and other rele'ant information to the field staff of the Contractor for their g$idance in 7$alit* ass$rance of reinforced concrete and pre stressed concrete pertaining to the permanent orks being e6ec$ted at site-

2. 2..2 •

Appli ppli% %/bili bilit3 t3 #his #his sectio section n co'ers co'ers Plain Plain Cemen Cementt Concr Concrete ete (P(P-C-C-), C-C-), Reinf Reinforc orced ed Cemen Cementt Concrete (R-C-C-) and prestressed concrete orks for permanent str$ct$res as ell ell as preca precast st orks orks as shon shon on the draing draings s and and as direc directed ted b* #he 3ngineer-

2.. 2..  •

Cons Const$ t$,% ,%ti tion on E,i E,ip pen entt #he Contr Contract actor or m$st m$st ens$re ens$re that that the e7$ip e7$ipmen mentt is ade7$ ade7$ate ate to perfor perform m the concrete ork-


2..)

Ins Inspe%tion

1? ;or 7$alit* ass$rance of constr$ction acti'ities the Cons$ltant8s S$per'isor* Staff shall proceed in accordance ith C:L-1. >1? 4+hec/list #or concrete 5or/3 . D) ;or effecti'e effecti'e $alit* $alit* Control, Control, the Contract Contractor or is re7$ired re7$ired to perform certain certain tests at different stages of the concreting process- #hese tests incl$de tests to be performed on concrete ingredients, before start of the concreting orks, tests to be performed d$rin d$ring g constr constr$ct $ctio ion n stages stages and the tests tests to be perfor performed med s$bse7 s$bse7$en $entl* tl* in the Contractor8s ;ield Lab- or in an* other appro'ed e6ternal laborator*laborator*G) & list list of test tests, s, the the test test proc proced ed$r $res es,, test test fre7 fre7$e $enc ncie ies s and and the the prop propos osed ed test testin ing g arrangements are pro'ided in Section 12 Test ro'ra**e3 H) #he re7$ired re7$ired Record/ Record/Repo Reporting rting +oc$me +oc$ments nts for the Cons$ltant8 Cons$ltant8s s ;ield Staff Staff are also listed in Section 12 Test ro'ra**e3 J) #o main mainta tain in an a$di a$dita tabl ble e and and retr retrie ie'a 'abl ble e reco record rd of all all Insp Inspec ecti tion on #ests, sts, 2on 2on compliance and Correcti'e &ctions etc- the pro'ided proformas m$st be $sed b* the Cons$ltant8s Cons$ltant8s S$per'isor* Staff) #he 3ngineer 3ngineer is to ens$re ens$re that the re7$ired re7$ired tests tests are performed performed b* the Contrac Contractor tor in accordance ith the specified proced$res and in the presence of his representati'e>e is re7$ired to maintain a complete record of these test res$lts independentl*2.. 2..8 8 •

Cl/s Cl/sse ses s o' o' Con Con%$ %$et ete e Concrete for se'eral str$ct$res and part thereof shall ha'e DEda* compressi'e streng strength th of 

"D c*linders at least e7$al to the minim$m alloable strength

×

shon in the folloing #able: Cop$essi5e St$en#t( /t 2-&/3s Cl •

N02

C3lin&e$ St$en#t( •

H!!! Psi

•

D-JE

•

G!!! Psi

•

D!-

•

"J!! Psi

•

"!-GH

& •

B •

C •

 &ct$al 0i6 Ratio ill be determined determined after Concrete 0i6 +esign carried o$t in accor accordan dance ce ith ith rele' rele'ant ant S$bC S$bCla$ la$ses ses of #echnic chnical al Speci Specific ficati ation ons s of Contra Contract ct +oc$ments-

2..F 2..F

Noin/ Noin/ll "/+i "/+i, , A##$e#/ ##$e#/te te SiGe SiGe


•

#he #he nomi nomina nall ma6i ma6im$ m$m m aggr aggreg egat ate e si?e si?e to be $sed $sed in 'ari 'ario$ o$s s str$ str$ct ct$r $ral al components shall be as follos: (#echnical Specifications -J) *ene$/l Use •

Lean Concrete

•

0a6im$m dimension of Str$ct$re less than "D 0a6im$m dimension of Str$ct$re more than "D

•

Noin/l "/+i, A##$e#/te SiGe •

NO

•

NO

•

"

•

2.. 2..  •

Con% Con%$e $ete te "i+ "i+ Des Desi# i#n n #he mi6 proportions for class of concrete mentioned in the specifications are nominal- #he concrete mi6 design is re7$ired to be carriedo$t b* the contractor $nder s$per'ision of 3ngineer8s representati'e at field laborator* $sing cement, sand and aggregates from the appro'ed so$rce of s$ppl*- Re7$ired a'erage streng strength th $sed $sed as the basis basis of select selectio ion n of concre concrete te propo proporti rtion on,, shall shall be in accordance ith &CI G"E-

•

#he concrete mi6 design for each class of concrete in addition to mi6 proportion ill also pro'ide atercement ratio b* eight (e6cl$si'e of ater absorbed b* the aggregate) hich ill be determined on the basis of prod$cing concrete ha'ing s$itable orkabilit*, densit*, impermeabilit*, d$rabilit* and the re7$ired strength-

2.. 2..  •

Con% Con%$e $ete te Po,$ Po,$ A,t A,t(o (o$i $iG/ G/tio tion n #he contractor is re7$ired to s$bmit Concrete Po$r &$thori?ation (CP&) Re7$est (ef (efer er to Sect Sectio ion n !." !." #est $rog $rogra ra%% %%e e) befo before re star starti ting ng conc concre rete te for for an* an* compo componen nentt of a str$ct str$ct$re $re-- #he 3ngin 3ngineer eer sho$ld sho$ld check check all the items, items, befor before e alloing po$ring of concrete- In case of deficienc*, that o$ld be marked on the CP& slip and ret$rned to the Contractor for rectification- #he same CP& slip ill be finall* signed on satisfactor* rectification- 9ne cop* ill be retained b* the 3ngineer for reference and record- Contractor8s Contractor8s cop* sho$ld be kept at site b* the ContractorC:L 1. >1? CEC:LIST @OR CONCRETE !OR:S Iss,e

A%tio

Re%o$&0Re


S

n b3

po$tin# Do%,ent

N •

•

"

•

•

Lab #ech nicia n

•

Lab #ech nicia n

Ph*sical Ph*sicall* l* inspect, inspect, fine and coarse coarse aggrega aggregates tes and confirm confirm adherence adherence to the Specifications b* #est Proced$res+eplo* +eplo*men mentt of proper proper e7$ipm e7$ipment ent-+isc$ss ith Contractor and 3ns$re

•

•

Recei'e Concrete Po$r &$thori?ation C-P-&- Re7$est from the contractor-

•

•

Chec Check k all all item items s of C-P C-P-&- as per per re7$ir re7$ireme ements nts of specif specifica icatio tions ns and and +raings and appro'e-

•

•

0i6ing, 0i6ing, #ransp #ransporta ortation tion and Po$ring Po$ring of Conc Concre rete te-- Chec Check k b* Ph*s Ph*sic ical al Inspection and #est Proced$re-

•

•

Compressi Compressi'e 'e Strength Strength of Concrete Concrete C*lindersCheck b* #est Proced$res-

•

•

Record of all #ests made d$ring the period- Update Periodicall*-

•

Lab #ech nicia n Lab #ech nicia n Lab #ech nicia n Lab #ech nicia n Lab #ech nicia n Lab #ech nicia nLab #ech nicia n-

•

D

•

•

G

•

•

H

•

J

•



•



•

E

•

M

Ph*sicall* inspect all the Reinforcement Steel proc$red b* the contractor and confirm adherence to the Specifications b* #est Proced$res-

Ph*sicall* inspect, cement proc$red b* the contra tractor and confirm adherence adherence to the Specifica Specifications tions b* #est Proced$res-

•

"/n,'/%t, $e$9s Ce$ti'i%/te /n&0o$ E+te$n/l L/b. @o$/t. "/n,'/%t, $e$9s Ce$ti'i%/te /n&0o$ E+te$n/l L/b. @o$/t. Re'. Se%tion . Re'. Se%tion . Re'. Se%tion . Re'. Se%tion . Re'. Se%tion . Re'. Se%tion . Re'. Se%tion .

All actions should should be taken in accordance accordance with with Contract Specifications Specifications and Contractor’s work %ethodology as approved by the Engineer.


2.) 2.) 2.).1

STON STONE E PIT PITC CIN IN* * 4 STON STONE E APRON PRON Obe% e%ti5e i5e •

9b%ecti'e of this Section is to pro'ide the scope of applicabilit* of the

recommended g$idelines, se7$ential inspection proced$res and other rele'ant information to the Contractor8s field staff, for their g$idance in performing 7$alit* ass$rance of stone pitching and stone apron to the Permanent @ork, being e6ec$ted b* the Contractor2.) 2.).2

Appli ppli% %/bili bilit3 t3 •

#his Section co'ers the placing of stone pitching and stone apron at the

specified locations as shon on the draings- #he recommended g$idelines can also also be $sed $sed for simil similar ar orks orks else elseher here e in the pro%ect, pro%ect, as direc directed ted b* the 3ngineer2.). 2.). 

Cons Const$ t$,% ,%ti tion on E,i E,ip pen entt •

#he e7$ipment specified in the contract Specifications are onl* to pro'ide

g$ide g$idelin line e to assist assist the Contr Contrac actor tor in the select selectio ion n of prope properr e7$ip e7$ipmen mentt- #he Resident 3ngineer m$st lea'e the final selection to the contractorcontractor- #he Contractor ma* deplo* the folloing e7$ipmente7$ipment-

2.).)

•

36ca'ators

•

+$mp #r$cks

•

+o?er and Rippers

•

@ater Boser

•

;ront 3nd Loaders

•

+eatering arrangements

Ins Inspe%tion •

;or $alit* &ss$rance (&) of Constr$ction acti'ities the Contractor8s Staff shall proceed in accordance ith C:L-1.) ;+hec/list #or Stone itchin' 6 Stone A(ron3 .

•

Base ;ilter La*er $nder Stone Pitching shall consist of ell graded material as specified in B9 and shon on the +raings-

•

#he Stones indi'id$all* shall eigh beteen H!"D! lbs ith E! shall be E! lbs or larger and not more than J shall eigh less than H! lbs-


•

&ll interstices in Stone Pitching/&pron shall be ell filled ith rock Spalls- #he rock Spall shall be rock fragments si?e beteen D inches and H inches-

•

#he s$rface o'er hich the base filter is to be placed shall be trimmed to the proper lines and grades and shall be moistened ith ater and tamped or rolled rolled ith s$itab s$itable le tools tools or e7$ip e7$ipmen mentt for the p$rpose p$rpose of formin forming g a firm firm fo$nd fo$ndati ationon- @here' @here'er er o'ere o'ere6ca 6ca'at 'atio ion n occ$rs occ$rs it shall shall be backf backfill illed ed ith ith speciall* compacted fill-

•

#he base filter la*er shall be placed to a $niform thickness and finished to reasonabl* smooth and e'en s$rface-

•

Stone $sed in the Stone Pitching/&pron shall be clean ro$gh 7$arr* stone and shal shalll be esse essent ntia iall ll* * free free from from d$st, d$st, cla* cla*,, 'ege 'egeta tati ti'e 'e matte matterr and and othe other r delete deleterio rio$s $s materi material alss- #he #he stone stone shall shall be hard, hard, to$gh, to$gh, d$rab d$rable le,, dense, dense, resistant to the action of ater and air, and s$itable in all respects for the p$rpose intended- #he stones shall be hand packed and placed and bedded in s$ch a manner that the completed stone pitching is stable and itho$t tendenc* to slide-

•

Constr$ction of stone pitching shall commence at the loest part of each str$ct$re or section of a str$ct$re or canal and contin$e progressi'el* progressi'el* $pard#he stones, largest of hich shall be $sed at the bottom, shall be ell bedded on a la*er of graded ran$lar 0aterial- In general the si?e of the stone $sed shall ha'e its ma%or dimension the depth of the specified pitching-

•

Large open spaces beteen the stone shall be a'oided-

•

Stone shall be placed so as not to pro%ect abo'e neat lines shon on the draings-

2.) 2.).8

Q,/ Q,/lit3 lit3 o' Stone tone

@hile performing control o'er proc$rement and placement of stone and filter material, the folloing characteristics of stone and filter material from the specifications m$st be obser'ed•

Stone for pitching/&pron sho$ld be dense, so$nd, ang$lar and resistant to abrasion-


•

#he loss in Los An'le An'les s Aras Arasion ion Test Test for for larg large e si?e si?e &ggr &ggreg egat ates es (&S#0CJGJM) (&S#0CJGJM) sho$ld not e6ceed "! b* eight at D!! re'ol$tions or H! b* eight at "!!! re'ol$tions-

•

#he loss in Los &ngles &ngles #est for small small si?e &ggregat &ggregates es (&S#0C"G (&S#0C"G"M) "M) sho$ld not e6ceed "! b* eight at "!! re'ol$tions or H! b* eight at J!! re'ol$tions-

•

#he Specific ra'it* of stone (Sat$rated S$rface +r* basis) shall be more than D-!-

2.).F 2.).F

Test Test P$o%e P$o%e&,$ &,$es es @$e, @$e,en% en%3 3 /n& @/%i @/%ilit lities ies #he recommended test proced$res their fre7$enc* and re7$ired facilities for an effec effecti' ti'e e 7$ali 7$alit* t* contro controll of stone stone pitch pitching ing and stone stone apron apron are presen presented ted in &P/Stone/#est Proced$resC:L 1.) CEC:LIST @OR STONE PITCIN* AND STONE APRON

S$.

Iss,e

A%tion b3

No.

Do%,ent

"-

St$d* and &nal*se 0ethod Statement-

D-

Confi onfirm rm b* b* S$r' S$r'e* e* Co Contro ntroll Le'e Le'ells of #B0s established b* the Contractor-

G-

Re%o$&0Repo$tin#

Contractor8s

Check b* S$r'e* Control and +imen +imensio sional nal Inspe Inspecti ction on Compl Complete ete setting o$t/la*o$t as per draings and specifications-


&- R-3- Rep-

H-

Check b* 'is$al Inspection and S$r'e* Control location and le'el of le'el pegs- #hese sho$ld be clear of orking area-

J-

Check b* Ph*sical Inspection and #est Proced$res- #he $alit* of Base ;ilter ;ilter 0aterial 0aterial,, Pitching Pitching/&pro /&pron n Stone Stone and Rock Spalls-

Cont- site engineer

Test Res,lts on E+te$n/l L/b. @o$/t o$ @iel& L/b.

-

#he #he mat mater eria iall of of Bas Base e ;il ;ilte ter, r, Ston Stone e and and Rock Spall sho$ld be obtained from appro'ed so$rce-

Cont- site engineer


-

3ns$re

Cont- site


b*

Ph*sical

Inspection

 Contractor8s S$r'e*or



E-

Plac Placem emen entt of ston stone e pitc pitchi hing ng and and Stone &pron-

engineer

Update Periodicall* Records of all #ests made d$ring the time period-

Cont- site engineer

Test Re%o$& @ile

All actions should be taken in accordance with $art #wo& #wo& Contract Specifications Specifications and Contractor’s work %ethodology as approved by the Engineer.


2.8 2.8.1

BRIC:!OR: Obe% e%ti5e i5e

9b%e 9b%ect cti' i'e e of this this Sect Sectio ion n is to pro' pro'id ide e the the reco recomm mmen ende ded d g$id g$idel elin ines es,, se7$ se7$en enti tial al inspection proced$res and other rele'ant information to the field staff of the cons$ltants, for their g$idance in performing $alit* &ss$rance of Brickorks for Str$ct$res pertaining to the Permanent @orks, being e6ec$ted b* the Contractor2.8 2.8.2

Appli ppli% %/bili bilit3 t3

#his Section co'ers the constr$ction of Brickorks for brick masonr* and brick lining for 'ario$s Str$ct$res, being e6ec$ted b* the Contractor2.8. 2.8. 

Cons Const$ t$,% ,%ti tion on E,i E,ip pen entt

#he Resid Residen entt 3ngin 3nginee eerr m$st m$st lea'e lea'e the select selection ion of constr constr$c $ctio tion n e7$ip e7$ipmen mentt to the Contractor2.8. 2.8.) )

T(e T(e Cons Cons,l ,lt/ t/nt nt9s 9s A%tio %tion n

#he Cons$ltant8s field staff ill take appropriate action as recommended in the checklist C:L-1.8 ;C(e%
Q,/l Q,/lit it3 3 o' B$i% B$i%
#he bricks sho$ld be reg$lar, $niform in shape and si?e-

•

Bricks o'erb$rnt, $nder b$rnt and irreg$lar sho$ld not be $sed-

•

&ll bricks in o'endried o'endried condition sho$ld sho$ld not absorb more than than one si6th of its eight hen soaked for one ho$r in ater at ! ! ; to E!! ; and sho$ld sho no efflorescence on s$bse7$ent dr*ing-

•

#he a'erage compressi'e strength of fi'e (J) representati'e bricks sho$ld not be less than D,!!! lbs/in D hen tested t ested in accordance ith &S#0-C-

•

3ach finished brick sho$ld be of standard si?e (M 6 H-J 6 G) first class and eigh beteen se'en () and nine (M) po$nds-

•

&ll bricks sho$ld sho$ld ha'e a frog- !-DJdeep !-DJdeep on $pper $pper face-


•

2.8.F

3ach brick for lining sho$ld ha'e standard si?e (M 6 H-J 6 G) first class-

"o$t/$ Coposition

0ortar for all brickork sho$ld ha'e mi6 ratio as specified in B9 and s$fficient ater to prod$ce the proper consistenc*2.8.

"o$t/$ S/n&

0ortar Sand sho$ld be as per specifications of sand for concrete orks2.8.

!/te$

#he ater $sed for preparation of mortar sho$ld be free from ob%ectionable 7$antities of silt, organic matter alkali, salts and other imp$rities-

C:L 1.8 CEC:LIST @OR BRIC:!OR: S$. No.

Iss,es

"-

St$d St$d* * and and &nal* nal*se se-- Con Contr trac acto tor8s r8s 0eth 0ethod od Statement-

D-

Check b* S$r'e* Control and +ime +imens nsio iona nall Insp Inspec ecti tion on,, comp comple lete te setting o$t/la*o$t as per draings-

G-

Check b* Ph*sical Inspection and S$r'e* S$r'e* Contr Control, ol, locati location on and le'el le'el of le'el le'el pegspegs- #hese #hese sho$ld sho$ld be clear clear of orking area-

A%tion b3

Re%o$&0Repo$tin# Do%,ent Re'. Se%tion .

 &-R-3- Rep-

@R-H2 'o$ %oents

 Contractor8s S$r'e*or

H-

Ph*si h*sic call all* inspe spect San Sand, Cemen ment and Bricks Bricks and and confir confirm m adher adheren ence ce to the specifications b* #est Proced$re-

E+te$n/l L/b o$ @iel& L/b @o$/t

J-

+isc +isc$s $ss s it ith h and and 3ns$ 3ns$re re,, dep deplo lo*m *men entt of of &-R-3-/Site proper proper e7$ipmen e7$ipmentt as describe described d in the Inspector/ Cont@ork @ork 0etho 0ethodol dolog* og* s$bmit s$bmitted ted b* the site engineer Contractor-

-

Chec Check k all all ite items ms as as per per re7$ re7$ir irem emen ents ts of of &-R-3-/Site specifications specifications and draingsInspector/ Contsite engineer

-

Upda Update te Peri Period odic ical all* l*,, reco record rds s of all #e #ests sts

&-R&-R-33-/; /;ie ield ld LabLab-


Test Re%o$& @iles


made d$ring the period All actions should be taken in accordance with Contract Specifications Specifications and Contractor’s Work Methodology as approved by the Engineer.




QUAL UALITY ITY CO CONTROL PLA PLAN N

.1

PRE@ACE

SINOHYDRO-NEL Joint Venture is, Venture is, in partic$lar, responsible for the $alit* Control of the @orks as per Contract Specifications- Cons$ltant8s s$per'ision and s$r'eillance does not relie'e the Contractor of his contract$al obligations- #he basic p$rpose of this plan is to ens$re that the $alit* Control S*stem is in place and performing to the re7$irements of Contract doc$ments, d$ring the constr$ction period#he #he 7$al 7$alit it* * re7$ re7$ir irem emen ents ts are are base based d on tech techni nica call spec specif ific icat atio ions ns as per per cont contra ract ct doc$ments for Rehabilitation and Upgrading of Pakpattan Canal, Khadir Branch and Pakpattan Pakpattan Islam LinkLink- 0a6im$m 0a6im$m efforts ha'e been e6erted e6erted in making making CP ($alit* ($alit* Contro Controll Plan) Plan) an accep acceptab table le and tangi tangible ble doc$me doc$ment nt for all le'el le'els s of e6ec$t e6ec$tio ion n and s$per'isor* staff and no'ice to e6perience#he Contract +oc$ments are the basis for this Plan, therefore, here an ambig$it* is detected beteen the proced$res and re7$irements of CP and content of Contract +oc$ments then the latter takes the precedence.2

DOCU"ENT CO CONTROL

.2.1 P,$pose #he p$rpose of site doc$ment and data control is to ens$re that all the 7$alit* s*stem doc$ doc$me ment nts s are are prop proper erl* l* n$mb n$mber ered ed re'i re'ie eed ed and and appr appro' o'ed ed prio priorr to iss$ iss$e e and and comm$nicationcomm$nication- #he* are a'ailable at the appropriate locations locations and changes to them are properl* doc$mented, a$thori?ed and indicated-

.2. .2.2 2 Resp Respon onsi sibi bili lit3 t3 +oc$ment Controller at site is responsible for the control of all data and doc$ments+oc$ment Controller is responsible for f olloing< olloing< 



  

 

.2. .2.

Responsible for all incoming and o$tgoing correspondence, distrib$tion and as filing per S9PRespo Responsi nsible ble for all incom incomin ing g dra draing ings s and c$stod c$stodian ian of the origin original al cop* cop*, distrib$ting the controlled copies to the concerned personsResponsible for getting the doc$ments/draings doc$ments/draings from the siteResponsible for keeping safe c$stod* of all contract$al doc$mentsResponsible for keeping all permanent / final doc$ments till handing o'er to Cons$ltant or ClientsResponsible for maintaining the doc$ment register>e shall establish the filing s*stem accordingl*- #his ma* be amended from time to time to c$rrent re7$irementre7$irementIn%oi In%oin# n# 4 O,t#oi O,t#oin# n# Co$$ Co$$esp espon& on&en% en%e e


&ll Incoming correspondence correspondence from Cons$ltant . client shall be separatel* filed and iss$e the copies to the concerned persons- & separate register / electronic file shall be maintained- &ll incoming correspondence from s$bcontractor / s$pplier shall be filed separatel* in different folder for each . necessar* action- &ll &ll o$tgoing correspondence to Cons$ltant . Clients shall ha'e complete reference.2. .2.) )

Cont Cont$/ $/%t %t,/ ,/ll Do%, Do%,e ent nts s &ll original contract doc$ments doc$ments shall be in the c$stod* of >ead office in Lahore- & cop* shall be a'ailable at site for reference-

.2. .2.8 8 Inte$ Inte$n/ n/ll Dist Dist$i $ib, b,ti tion on &s soon as information recei'ed from the Cons$ltant or Client, Pro%ect 0anager shall mark the distrib$tion as re7$ired for necessar* action / information< if the information needs to be passed to s$bcontractor it shall be forarded ith a cop* along ith a co'ering letter to s$bcontractor / s$pplier for their action.2 .2.F T$/%e/ %e/bili bilit3 t3 &ll doc$ments shall be filed in a s*stematic / f$nctional a* marking inde6, contents of the file, pro%ect so as to t o trace the re7$ired doc$ment- & master inde6 shall be maintained b* the +oc$ment controller.2. .2.  Con' Con'i& i&en enti ti/l /lit3 it3 o' o' Do%, Do%,en ents ts &ll doc$ments shall be controlled b* doc$ment controller onl* and shall be kept in a separate room ith lock and ke* facilit* so that no $na$thori?ed personnel personnel can access to to doc$ment room-

. .

PROC PROCU URE"E RE"ENT NT CONT CONTRO ROL L

..1 P,$pose #o ens$re that proc$rement / p$rchasing acti'it* at site conforms to SI29>Q+R923L 49I2# 532#UR3 proced$res and agreed/specified agreed/specified re7$irements-

..2 S%ope #his proced$re applies to S$pplier e'al$ation . SI29>Q+R923L 49I2# 532#UR3 action, proc$rement of prod$cts, doc$ments and 'erification of p$rchased prod$cts-

.. ..  Resp Respon onsi sibi bili liti ties es #he Incharge Proc$rement at Site is responsible for the folloing: •

So$rcing and recommendation of s$ppliers for constr$ction materials-

•

0aintaining complete record of s$pplied items, materials, goods, components or ser'ices etc-

•

+e'eloping and maintaining an appro'ed 'endor/ s$pplier list-


•

3ns$ 3ns$ri rin ng tim timel* el* s$pp s$ppl* l* of mate materi rial als s in the the righ rightt 7$a 7$antit* tit* and of the the specified/agreed specified/agreed 7$alit*/standard7$alit*/standard-

•

Coo Coord rdin inat atio ion n of Proc Proc$r $rem emen entt f$nc f$ncti tion ons s ith ith Site Site &/ &/C C for for inc incom omin ing g inspections-

•

0aintaining P$rchase Re7$isitions, Re7$isitions, P$rchase 9rders, +eli'er* Challans, 0aterial Recei'ing . &cceptance Reports and In'oices of S$ppliers-

..) ..) T3pes T3pes 4 Cl/ss Cl/ssi'i% i'i%/ti /tion on o' P$o% P$o%,$e ,$een entt 0a%or 0a%or proc$r proc$reme ement nt at site site ill ill consti constit$t t$te e the follo folloing ing t*pe t*pe of Const Constr$c r$ctio tion n items items according to the scope of the pro%ect< •

Ci'il

•

0echanical

•

3lectrical

•

Ser'ices of s$bcontractors

..8 ..8

"/te$ "/te$i/l i/l P$o% P$o%,$e ,$een entt 4 So,$% So,$%e e App$ App$o5/ o5/ll

In order to get the desired progress, Proc$rement Incharge is responsible for managing proc$reme proc$rement nt acti'itie acti'itiess- #he SI29>Q+R9 SI29>Q+R923L 23L 49I2# 532#UR3 532#UR3 ill ill obtain obtain so$rce so$rce appro'al< s$bmittals ill incl$de the name and address of all man$fact$rers and s$ppliers, test res$lts shoing complete compliance ith the Specifications and specified Standards, the date of man$fact$re and storage condition, shelf life if appropriate- In addition, the Contractor shall pro'ide representati'e samples of the materials of s$fficient si?e s$ch that the 3ngineer ma* perform all specific tests- 9nce so$rce appro'al has been granted b* the 3ngineer all deli'eries of the material to the site m$st in t$rn be s$bmitted for appro'al accompanied b* all rele'ant test reports to sho f$ll compliance of the material ith the Specifications- @here the re7$ired tests cannot be performed at the site laborator*, then the Contra Contracto ctorr shall shall arran arrange ge for indepe independe ndent nt testin testing g at a labora laborator tor* * appro' appro'ed ed b* the 3ngineer, to be performed to sho that the material complies ith the Specifications- Cost of s$ch testing shall not be reimb$rsed.. ..F F

Se$5 Se$5i% i%es es o' S,b S,b-C -Con ont$ t$/% /%to to$s $s

SI29>Q+R923L 49I2# 532#UR3 ill endea'or to perform all the ma%or orks b* his on team b$t fe speciali?ed %obs, like speciali?ed speciali?ed 0echanical gates etc- are planned to be aarded to the speciali?ed s$bcontractor after the prior appro'al from the Client / 3ngineer- SI29>Q+R923L 49I2# 532#UR3 ill be f$ll* responsible for an* part of the orks performed b* him or his s$bcontractor(s) and for the acts and omission of the s$bcontractor-


.) .)

CONS CONSTR TRUC UCTI TION ON "A "ATERIA ERIAL L CONT CONTRO ROL L

.).1 P,$pose #o establish and maintain a $ni7$e identification and record s*stem to trace the histor*, location, 7$alit* and application of the material- #o identif* the material d$ring all stages of constr$ction thro$gh the draings . specifications and processes-

.).2 S%ope #his proced$re is applied for this pro%ect, incl$ding pro%ect management management and pro%ect Site-

.). .).  Resp Respon onsi sibi bili liti ties es Store incharge incharge . Store Keeper Keeper at site are responsib responsible le to ens$re ens$re that constr$ctio constr$ction n materi material al record records s are mainta maintain ined ed and proced proced$re $res s follo folloed ed to establ establis ish h a $ni7$ $ni7$e e identification and traceabilit* for each material-

.) .).) P$o% P$o%e& e&,$ ,$es es Site Site Stor Stores es is to ens$ ens$re re that that all all item items s are are prop proper erl* l* iden identi tifie fied d ith ith thei theirr $ni7 $ni7$e $e identification names and codes- #he Store incharge is responsible to ens$re that all 7$alit* records and doc$mentation $sed for the transaction of materials incl$de their proper identificationidentification#he Constr Constr$c $ctio tion n 0anage 0anager(s r(s)) at site site are respon responsib sible le to ens$r ens$re e that that the follo folloin ing g identification and traceabilit* proced$res are folloed: #he 0aterial on the pro%ect Site is to be marked ith a $ni7$e Identification method for its proper recognition, identification of location, prod$ct and materials b* reference to the draings and specifications- #he Constr$ction 0anagers along ith his pro%ect team is responsible to identif* the need . methods of these $ni7$e identifications#he ork done d$ring the ten$re of the Pro%ect is to be appropriatel* doc$mented to ens$re that all interrelated acti'ities, material and prod$cts are traceable to each other and their so$rces-

.8 .8

PROJ PROJE ECT PROC PROCES ESSE SES S

.8.1 P,$pose #o pro'ide a s*stem for effecti'e Pro%ect planning, 36ec$tion and Control of 'ario$s pro%ect processes d$ring constr$ction phase of the pro%ect.8.2 S%ope #his proced$re is applicable to the folloing processes at sitea) Pro%ec Pro%ectt $ali $alit* t* 0ana 0anagem gement ent--




Pro%ect Planning-



Reso$rce Planning (0an, 0achine . 0aterials)-



9rgani?ation-



0onitoring and Control-

b) Pro%ec Pro%ectt 0obili 0obili?at ?atio ionnc) 36ec 36ec$t $tiionon

0ethods-



Specifications-



Process 5alidation-



Inspection . #esting-

d) Safet*, Safet*, >ealth >ealth and 3n'ironm 3n'ironmentente) 0aintena 0aintenance nce of 37$ip 37$ipment ment . #o #ools-

.8. .8.  Resp Respon onsi sibi bili liti ties es #he Pro%ect 0anager is responsible to ens$re that this proced$re is effecti'el* being implemented-

.8. .8.) ) P$o P$oe% e%tt Q,/lit Q,/lit3 3 "/n/ "/n/#e #ee ent nt Pro%ect Pro%ect $alit* $alit* 0anageme 0anagement nt at site is to incl$de incl$de planning, planning, organi?i organi?ing, ng, monitorin monitoring g . controlling processes- #he ob%ecti'es of this 7$alit* management appl* to all Pro%ect 0anagement ProcessesP$oe%t Pl/nnin# 3ach contract shall ha'e pro%ect planning for effecti'e reso$rce and e6ec$tion sched$le planning- ;or that p$rpose detailed constr$ction sched$le plan shall be prepared and implemented d$ring constr$ction phase- Pro%ect planning incl$des b$t b$t not not limi limite ted d to @ork @ork,, &cti' cti'it* it* base base plan planni ning ng,, Reso Reso$r $rce ce plan planni ning ng and and establishment establishment of progress re'ie s*stem for proper implementationimplementationReso,$%e Pl/nnin# 9'erall Reso$rce Planning for the pro%ect shall be done for 0anpoer, 0achines 0achines and 0aterials 0aterials in accordan accordance ce ith each applica applicable ble contractcontract- Pro%ect Pro%ect reso$rce reso$rce planning shall be done for the pro%ect b* breaking the phases . processes into s$bprocessesP$oe%t O$#/niG/tion #he site ill plan its organi?ation to $ndertake pro%ect assignments in accordance ith the Pro%ect Reso$rce and 36ec$tion plan- #his Pro%ect organi?ation is the oner of all processes at site-


P$oe%t "onito$in# 4 Cont$ol #o effecti'el* monitor and control the pro%ect specifications and sched$le, the folloing reports are to be generated at indicated inter'als for re'ieing and necessar* action: +ail* Progress Report 



@eekl* Progress Report



0onthl* Progress Report

.8. .8.8 8 P$o P$oe% e%tt "obi "obiliG liG/t /tio ion n #he Pro%ect 0anager is responsible along ith his pro%ect team to define and de'elop a pro%ect mobili?ation plan#he 0obili?ation plan ill incl$de the folloing: "- 0obili?ation of #emporar* ;acilities D- 0anpoer G- 37$ipment . 0achines H- ;acilit* La*o$t

.8.F

E+e%,tion "et(o&s 4 Spe%i'i%/tions #he #he clie client nt as a basi basis s has has pro' pro'id ided ed stan standa dard rd e6ec e6ec$t $tio ion n proc proced ed$r $res es and and specif specific icati ations ons for prepar preparati ation on of ork ork method methodolo olog* g*-- 0ethod 0ethodolo olog* g* is to be prepared b* the Planning Section in each discipline in cons$ltation ith field staff#he 0ethodolog* is to be prepared for each e6ec$tion process, re'ieed b* Pro%ect 0anager- +$ring the start of e'er* pro%ect acti'it*, Cons$ltant 'alidated and appro'ed 0ethods are to be made part of the $alit* Control Plan (CP)Inspe%tion /n& Testin# Inspection and #esting shall to be incorporated in the methods, hich shall be applied after 'alidation b* the cons$ltant- #he Site e6ec$tion is responsible to proceed according to the 0ethod hile &/C team is responsible to appl* d$ring each process- &ppro'ed &ppro'ed thirdpart* inspection and testing facilities ma* be $tili?ed if re7$ired- #he proced$re and applicable records are e6plained in the section dealing ith Inspection and testingP$o%ess V/li&/tion In order to ens$re appropriate le'el of conformance to the process 'alidation, 'alidation, the site &/C team shall plan and e6ec$te internal a$dits of the site from time to time-

.8. .8.

S/'et3 S/'et366 e/lt e/lt( ( /n& /n& En5i$o En5i$one nent nt


3n'ironmental 0anagement Plan gi'en b* Client in Contract +oc$ment (5olD) ill be $sed as Safet*, >ealth and 3n'ironment 0an$al- &ll the pre'enti'e meas$res d$ring constr$ction phase ill be taken as per 30P- >S3 0anager is responsible for all >ealth, Safet*, Sec$rit* and an 3n'ironmental iss$e arises d$ring the e6ec$tion of the pro%ect#o effecti'el* monitor and control the pro%ect8s >ealth, Safet* . 3n'ironmental iss$es, folloing plans . reports are to be generated for re'ieing and necessar* action: 

Site Specific 3n'ironmental 3n'ironmental 0anagement Plan



+ail*, @eekl* . 0onthl* >S3 Performance Reports



Site Safet* Inspection I nspection Reports-



Internal &$dit Reports-



&ccident / Incident Incident Reports



Social Compliant Reports



@ater, &ir $alit* . 2oise Le'el reports as per 30P-



#ool Bo6 #alk / #raining Records-



+ispensar* / #reatment Record-



9ther reports, Records and Plans as per appro'ed 30P-

.8. .8. "/inte "/inten/n n/n%e %e o' E,i E,ipe pent0 nt0 Tools ools #o control the process for maintenance of 0achiner*, #ools and 37$ipment, 0achiner* S$per'isor is responsible to maintain a complete sched$le of pre'enti'e and breakdon maintenance of all pro%ect 'ehicles, machiner*, tools and e7$ipment-

.F

CALIB CALIBRA RAT TION O@ VA VARIOUS RIOUS DEVI DEVICE CES S 0 EQUIP EQUIP"EN "ENT T

.F.1 P,$pose #o ens$re ens$re a s*stem s*stem for calibrati calibration on and maintenance maintenance of Inspectio Inspection, n, 0eas$rin 0eas$ring g and #esting 37$ipment (I0#3) at Site.F.2

S%ope

#his s*stem applies to all acti'ities here I0#3s are $sed for inspection and testing of parameters that directl* effect the 7$alit*.F. .F.  Resp Respon onsi sibi bili liti ties es &/C &/C 0anage 0anagerr is respo responsi nsible ble for ens$ri ens$ring ng that that the Calibr Calibrati ation on of all Inspec Inspectio tion, n, 0eas$ring and #esting 37$ipment (I0#3).F.) P$o%e&,$e Standard proced$res ill be folloed to ass$re that test and meas$ring de'ices $sed to test, or accept materials or components are calibrated at specified inter'als to maintain the proper acc$rac*- +e'ices $sed shall be of a proper range, t*pe and sensiti'it* to reliabl* meas$re the parameters being e'al$ated- #he calibration of s$ch de'ices shall be doc$mented and shall be performed $sing certified meas$rement standards and s$bmitted to the 3ngineer for appro'al- &ll I0#3 are to be maintained at site in a calibrated condition- In case an I0#3 is fo$nd to be o$t of calibration, it is to be


segregated from the others and p$t o$t of ser'ice in the Site store in an area marked 9U# 9; C&LIBR&#I92.

TEST PRO*RA *RA""E

.. ..1 1 QC Testin stin# # @/% @/%ili iliti ties es #he SINOHYDRO-NEL Joint Venture shall Venture shall ens$re that proper representati'e samples are taken from each lot and s$blot, identif* the tests and anal*sis re7$ired, and ens$res that the tests and anal*ses cond$cted are in accordance ith internationall* accepted proced$res and standards &s a part of the constr$ctio constr$ction n materials materials C programme, programme, the SINOHYDRO-NEL Joint Venture shall Venture shall set $p a field laborator* at his on cost- #he field laborator* shall be in f$ll orking order s$itabl* e7$ipped and staffed to carr* o$t all ro$tine sampling and testing nece necess ssar ar* * for for s$cc s$cces essf sf$l $l and and time timel* l* comp comple leti tion on of the the orks orks acco accord rdin ing g to the the specifications-

.. ..2 2 Tests sts to be be pe$' pe$'o$ o$e e& & /t sit site e #hese tests are field f ield specific and incl$de the folloing: /?

Soil 

&$ger sampling, sampling, &S#0 &S#0 +"HJD +"HJD



Plasticit* Inde6 test, &S#0 +HG"E



rain si?e anal*sis, &S#0 +HDD



0oist$re densit* relationship, &S#0 +ME and "JJ



5is$al identification classification, &S#0 +DHEE



Classification of soils for engineering p$rposes, &S#0 &S#0 +DHE



0a6- and 0in- inde6 densities, &S#0 +HDJG and &S#0 &S#0 +HDJH



Proctor needle penetration, &S#0 +"JJE



0oist$re content of soils, &S#0 +DD"



Inplace densit*, &S#0 +"JJ, &S#0 +D" and &S#0 +DMG



Specific gra'it*, &S#0 +EJH



California Bearing Ratio, CBR &&S>#9 #"MG #"MG or &S#0 +"EEG



@ater Sol$ble Chloride (CL), B-S- "G



@ater Sol$ble S$lfate (S9 G) B-S- "G


b?

A##$e#/tes /n& Co Con%$ete 

Sampling of aggregates, &S#0 +J



Sampling of fresh concrete, &S#0 C"D



Sie'e anal*sis of aggregates, &S#0 C"G



%?

Specific gra'it* and absorption of aggregates, &S#0 C"D and &S#0 C "DE



Sl$mp of concrete, &S#0 C"HG



Unit eight of fresh f resh concrete, &S#0 C"GE



Unit eight of aggregates, &S#0 CDM



0aking and c$ring of concrete c*linders, &S#0 CG"



Compressi'e strength of concrete c*linder &S#0CGM



@ater Sol$ble Chloride (Cl) &S#0 C"E"D or BS E"D



@ater Sol$ble S$lfates (S9 G) BS "G

Stone 

Los &ngeles &brasion #est for Stone-

Tests to be pe$'o$e& /t @iel& L/bo$/to$3 #he tests to be performed at Contractor8s ;ield Laborator* incl$de the folloing b$t not limited to these: •

Soil classification #ests

•

Compaction #ests

•

radation &nal*sis of &ggregates as re7$ired b* R-3-

•

 and DE da*s compressi'e Strength #ests on concrete c*linders-

•

Unit @eight of aggregates-

•

;resh +ensit* of concrete-

•

&bsorption and Compressi'e Compressi'e Strength Strength of bricks-


•

Specific ra'it* and &bsorption of coarse and fine aggregates-

•

Los &ngeles &brasion #est for Coarse &ggregate

•

So$ndness of &ggregate

Test Test to be pe$'o$e& /t e+te$n/l l/bo$/to$ies0 Cons,lt/nt9s l/bo$/to$3 #hese tests can onl* be performed in specified offsite laboratories and incl$de tests on reinforci reinforcing ng steel, steel, cement, cement, abrasion abrasion,, petrograp petrograph* h*,, so$ndnes so$ndness s of concrete concrete aggrega aggregates, tes, ater stop and an* other tests re7$ired d$ring d$ring an* problem or disp$tedisp$te-

TESTIN* ARRAN*E"ENTS0EQUIP"ENT ARRAN*E"ENTS0EQUIP"ENTS S .. .. 

Testin# stin# /t /t Const Const$, $,%t %tio ion n Site Site

#he Contractor for an indi'id$al contract package shall be responsible for pro'iding the e7$ipment and carr*ing o$t these tests in accordance ith the #echnical Specifications $nder the direct s$per'ision and g$idance of the Cons$ltant8s s$per'ision staff#he contractor is re7$ired to pro'ide and readil* make a'ailable at constr$ction site the folloing e7$ipment, E/$t(7o$< •

Sand  Cone +ensit* &pparat$s, complete ith base plate and sand bottle-

•

+ensit* 1 Core C$tter H dia, complete ith collar and hammer-

•

Speed* 0oist$re #ester #ester capacit* D!-! gm- 0oist$re range ! 1 D! complete ith electronic balance and plastic carr*ing case-

•

Balance #riple Beam D"! gm capacit* ith readabilit* of !-"! gm-

•

Balance G! Kgs capacit* ith readabilit* "-! gm-

•

+r*ing 9'en capacit* "!E Litres-

Con%$ete !o$< •

C*linder mo$lds for concrete  dia- Complete ith tamping rod (J/E in dia D! long) and mallet-

•

Sl$mp #est 37$ipment 1 complete ith tamping rod J/E dia and DH long-

•

C$ring #anks 1 #hese shall be constr$cted close to the constr$ction site for storing concrete c*linders till their transportation to the Laborator* for testing-


•

•

& reliable reliable compression compression machine appro'ed b* the Cons$ltant8s Cons$ltant8s 0aterial 3ngineer3ngineer#hermometers to check fresh concrete temperat$re-

Note •

#he Contr Contract actor or shall shall ens$re ens$re that that s$ffi s$fficie cient nt 2o2o- of the abo'e abo'e e7$ipm e7$ipment ent is a'ailable at site to satisf* the testing re7$irements of the 7$ant$m of ork-

•

Comp$ters ith printers sho$ld be pro'ided in laborator*-

..) ..) •

..8 ..8

Testi Testin# n# in t(e t(e En#in En#inee$ ee$9s 9s @iel @iel& & L/bo$/ L/bo$/to$ to$3 3 & material testing laborator* established at site sho$ld be e7$ipped and ade7$atel* staffed to carr* o$t the field laborator* tests as per re7$irementsre7$irements•

#his ;ield Laborator*, established b* the contractor and s$per'ised b* the Cons$ltant8s $alit* Control / &ss$rance staff is to carr* o$t the re7$ired tests and maintain maintain a s*stemati s*stematic c and retrie'ab retrie'able le recordrecord- #est record record sho$ld sho$ld be comp$teri?ed-

•

&ll $alit* Control/$alit* Control/$alit* &ss$rance &ss$rance tests specified to be performed in the field laborator* shall be carried at the designated ;ield Laborator* at site(Indi'id$al arrangements b* the contractors for this categor* of tests shall not be acceptable-

•

#he Contractor8s shall be responsible for pro'iding and transporting the test specim specimens ens to the labor laborato ator* r* $nder $nder the g$ida g$idance nce and and s$per' s$per'isi ision on of the Cons$ltant8s Resident 3ngineer-

•

#he contractors shall bear the cost of these tests as per rate list a'ailable at an* ;ield or e6ternal Laborator* specified b* the 3ngineer3ngineer-

Testi Testin# n# '$o '$o E+te E+te$n/ $n/ll L/bo L/bo$/t $/to$3 o$3

#he $alit* Control tests to be carried o$t from an e6ternal laborator* defined in are recommended to be carried o$t at laboratories mentioned belo or as directed b* the 3ngin 3ngineer eer-- #he cost cost of transp transpor ortat tation ion and testin testing g charge charges s shall shall be the Contra Contracto ctor8s r8s responsib responsibilit* ilit*-- ;olloin ;olloing g or an* laborator* laborator* specified specified b* the 3ngineer 3ngineer shall shall be $sed for e6ternal testing< •

Central 0aterial #esting Laborator* (C0#L) @&P+& Lahore-

•

Uni'ersit* of 3ngineering . #echnolog* Lahore-

•

P$n%ab Uni'ersit* (3n'ironment and Soil College)-

•

PCSIR Laboratories Lahore and Karachi-

•

Cement Research . +e'elopment instit$te Kot Lakhpat, Lahore-


•

Pakistan Standard and $alit* Control a$thorit*- In PI#&C Compo$nd, Lahore-

.. ..F F TEST TESTIN IN* * REQU REQUIR IRE" E"EN ENTS TS #he test proced$res and the test fre7$encies for the 'ario$s constr$ction orks ha'e been s$mmari?ed in the folloing tables-


"/te$i/l

Test

Desi#n/tion

Testin# @$e,en%3

SOIL rain Si?e &nal*sis

&S#0 +HDD

" for G!,!!! cft

Li7$id Limit

&S#0 +HG"E

" for J!,!!! cft

Plastic Limit

&S#0 +HG"E

" for J!,!!! cft

Shrinkage Limit

&S#0 +HD

" for J!,!!! cft

0oist$re Relationship

+ensit* &S#0 +ME

" for J!,!!! cft

0oist$re Relationship

+ensit* &S#0 +"JJ

" for J!,!!! cft

for &S#0 +"JJ

" for D!,!!! cft

;ield +ensit* 3mbankment ;ield +ensit* for Backfill

&S#0 +"JJ

" for J,!!! cft

0oist$re Content

&S#0 +J or &S#0 + DD"

" for ,J!! cft (min- D for each la*er)

Specific ra'it*

&S#0 +EJH

0in- G per so$rce or t*pe of material or as directed b* the 3ngineer

Relati'e dr* densit*

&S#0 +HDJG . &S#0 + HDJH

" for "!,!!! cft or as re7$ired b* the 3ngineer

CBR

&&S>#9 #"MG

&s re7$ired

&S#0 C"G

" for ,!!! cft

D!! D!! &S#0 C"" C""

" for ,!!! cft

COARSE A**RE*ATE Sie'e &nal*sis 0ate 0ateri rial al Pass Passin ing g Sie'e Unit @eight Specific ra'it* &bsorption



&S#0 CDM and &S#0 C"D . &S#0 C "DE

" for ",J!! cft " for ",J!! cft

0oist$re Content

&S#0 CJ

" for ",J!! cft

So$ndness

&S#0 CEE

" for !,!!! cft


Los &ngles &brasion Cla* L$mps Particles

.

&S#0 C"G"

" for !,!!! cft

;riable &S#0 C"HD

" for !,!!! cft

Petrographic &nal*sis

&S#0 CDMJ

G for each so$rce

Lighteight Particles

&S#0 C"DG

" for !,!!! cft

@ater Sol$ble (Cl)

&S#0 C"E"D, C"E"D, or BS E"D

@ater Sol$ble (S9 G)

BS "G

" per lot / so$rce or as dire direct cte ed b* the the 3ngineer

&S#0 C"G

" for J,!!! cft

D!! &S#0 C"" C""

" for J,!!! cft

@INE A**RE*ATE Sie'e &nal*sis 0ate aterial rial Sie'e

Passi assin ng

Unit @eight

&S#0 CDM

Specific ra'it* &bsorption

"/te$i/l

" for "!,!!! cft

and &S#0 C"DE

" for "!,!!! cft

0oist$re Content

&S#0 CJ

" for "!,!!! cft

So$ndness

&S#0 CEE

" for J!,!!! cft

Test Cla* L$mps Particles

Desi#n/tion .

;riable &S#0 C"HD

Testin# @$e,en%3 " for GJ,!!! cft

Sand 37$i'alent

&S#0 CDH"M

" for GJ,!!! cft

9rganic Imp$rities

&S#0 CH!

J per each so$rce

Lighteight Particles

&S#0 C"DG

" for J!,!!! cft

Petrographic &nal*sis

&S#0 CDMJ

G for each so$rce

@ater Sol$ble at

&S#0 C"E"D, or BS E"D

" per lot / so$rce or as dire direct cted ed b* the the 3ngineer

@ater Sol$ble S9 G


BS "G CE"ENT Setting #ime

&S#0 C"M"

" per lot or DJ!! bags

0ortar Strength

&S#0 C"!M

" pe per lo lot or or DJ DJ!! bags

Complete &nal*sis

Chemical &S#0 C""H C""H

&s re7$ired

REIN@ORCE"ENT Si?e and eight

&S#0 "J

&s re7$ired

3longation

&S#0 "J

&s re7$ired

Bending

&S#0 "J

&s re7$ired

#ensile Strength

&S#0 "J

&s re7$ired

Complete &nal*sis

Chemical &S#0 "J

&s re7$ired

Complete &nal*sis

Chemical

9nce month/So$rce

!ATER

CONCRET E

0aking and concrete specimen

c$ring &S#0 CG"

&s re7$ired

Compressi'e Strength

&S#0 CGM

" for D,!!! cft

Sl$mp

&S#0 C"HG

" for D,!!! cft

&ir Content

&S#0 CDG"

" for D,!!! cft

#emperat$re

a

" for ",!!! cft

;resh +ensit*

&S#0 C"GE

" for J,!!! cft

&ir 3ntraining

&S#0 CD!

&s re7$ired b* the 3ngr-

Chemic Chemical al &dmi6 &dmi6t$r t$res es for &S#0 CHMH Concrete


C$ring Compo$nd

&s re re7$ired b* b* th the 3ngr-

AD"ITURES

&S#0 CG!M


OTERS 4oint ;iller

&S#0 + "JDEH


4oint Sealant

&S#0 C MD!ME


@aterstop

US ;ederal #est


0ethod 2o-!"

.. .. 

Standard

QC Test Res, Res,lt lts s

&ll C tests res$lts res$lts shall shall be s$bmitted s$bmitted to the 3ngin 3ngineer eer for his his re'ie and and acceptanc acceptancee- #he test res$lts m$st sho f$ll compliance ith the Specifications, in order for the orks to be appro'ed-

.

a)

Soil Soil repo reports rts sho shoi ing ng loca locatio tions ns,, mater materia iall so$r so$rce ce,, mater materia iall t*pe, t*pe, dens densit* it*,, mois moist$r t$re e content, densit*moist$re content relationship, degree of compaction (RC) and relati'e densit* here applicable-

b)

Conc Concre rete te repo reports rts sho shoi ing ng so$ so$rc rce e of all all con consti stit$ t$en ents ts,, testin testing g of so$r so$rce ce mat mater eria ial, l, date date of man$ man$fa fact ct$r $re, e, test testin ing g of mate materi rial al afte afterr proc proces essi sing ng,, incl incl$d $din ing g determina determination tion of moist$re moist$re content content of aggregates aggregates and testing testing man$fact$r man$fact$red ed concrete, concrete sl$mp, compressi'e strength, temperat$re d$ring placement etc- Certification of all cement s$pplies, and storage records-

c)

&ggr &ggreg egat ates es repo report rts s for filt filter ers, s, base base co$r co$rse se,, sho shoing ing so$rc so$rce e of mater materia ial, l, test test res$lts shoing compliance ith the specification and placing location-

d)

&ncil ncilla lar* r* rep reports rts for for mate materi rial als s s$ch s$ch as stee teel, pres restr tre essi ssing stra stran nd, %oi %ointin ting compo$nd, sealant etc-, shoing name of so$rce, date of man$fact$rers8 shelf life, storage conditions, place of storage, test res$lts shoing compliance ith the specification and placing records-

QUALITY ITY RE RECORDS

P,$pose #o pro'ide a s*stem for identification, collection, inde6ing, filing, storage, maintenance and disposition of 7$alit* records at SiteS%ope


+oc$ments consist of recording formats, hich f$rnish ob%ecti'e e'idence of the e6tent of the f$lfillment of the re7$irements for 7$alit*- $alit* Records to be $sed at Site consist of Cons$ltant / Client specified or site specified formats-

Responsibilities &/C &/C team team at site site is respon responsib sible le to ens$re ens$re that that 7$ali 7$alit* t* recor records ds are distr distrib$ ib$ted ted,, mainta maintaine ined d and and contro controlllled ed at each each oner oner depart departme ment/ nt/sec sectio tion n thro$ thro$gh gh the pro%e pro%ect ct e6ec$tion- &/C team is responsible to generate the filled formats of 7$alit* records#he* ill ens$re their t heir maintenance and distrib$tionP$o%e&,$e I&enti'i%/tion •

Records are to be recorded on specified Performa8s as gi'en in T/ble .1.

•

Records are to be identifiable to the prod$ct, person or e'ent to hich the* pertain-

•

Records are to be dated, and signed b* the person ho establishes the record-

•

Records Records are to be inde6ed inde6ed and gro$ped, gro$ped, here necessar* necessar*,, to facilitate facilitate their retrie'al-

•

Records are to be signed b* the 3ngineer Representati'e for 'alidation / appro'al if re7$ired-

Retention o' Re%o$&s #he retention period of records is to be established for the periods d$ring hich the record ma* be re7$ired for st$d* or 'erification in accordance ith the contractSto$/#e Records are to be stored in files that are to be properl* n$mbered and inde6ed for eas* retrie'al retrie'al and to a'oid a'oid damagedamage- Cabinets Cabinets containing containing records are properl* properl* labeled to displa* their contents-


L/bo$/to$3 Re%o$&0Repo$tin# Do%,ents L/bo$/to$3 Re%o$&0Repo$tin# Do%,ents T/ble .1 > @iel& L/bo$/to$3 ? Do%,ent No.

Do%,ent Des%$iption SOIL

LR!"

Particle Si?e &nal*sis of Soil

LR!D

0oist$re Content of Soils

LR!G

Li7$id Limit, Pl Plastic Li Limit an and Plasticit* Inde6 of Soils

LR!H

Specific ra'it* of ;ine rained Soil Particles

LR!J

Laborator* Compaction characteristics of soils

LR!

;ield +ensit* . +egree 9f Compaction of 2on cohesi'e soils

LR!

;ield +ensit* . +egree 9f Compaction of cohesi'e soils

LR!E

S$mmar* of Compaction Control #est for Cohesi'e soils

LR!M

S$mmar* of Compaction Control #est for Cohesion less soils

LR"!

Sie'e &nal*sis ( >*drometer 0ethod) and its raph

LR""

;ield +ensit* #est Core C$tter 0ethod +ON+RETE

LR"D

Particle Si?e +istrib$tion of Concrete &ggregates

LR"G

Concrete Compressi'e Strength

LR"H

Re7$est for concrete po$r &$thori?ation

LR"J

;lakiness and 3longation inde6

LR"

Concrete C*linders/C$bes Casting and +eli'er* Report

LR"

S$mmar* of C*linders/C$bes #est Res$lt

LR"E

Concrete 0i6 +esign

LR"M

Concrete +eli'er* Slip

LRD!

Concrete +eli'er* Record S$mmar*

LRD"

Concrete Po$ring Record S$mmar*

LRDD

Unit @eight 9f &ggregates

LRDG

Specific ra'it* of Coarse &ggregates


LRDH

Specific ra'it* of ;ine &ggregates

LRDJ

Blend 9f &g &ggregates . sand

LRD

0oist$re Content of &ggregates

LRD

Unit @eight and Qield of ;resh Concrete

LRDE

Sand 37$i'alent

LRDM

S$lphate So$ndness

LRG!

+ensit* of Bentonitic Sl$rries

LRG"

Concrete Po$r &$thori?ation

LRGD

#endon Stressing Record /Post #ensioned Concrete

LRGG

Cla* L$mps and ;riable Particles

LRGH

Concrete 0i6 +esign S$mmar*

LRGJ

Concrete Batch Plant Calibration

LRG

C$ring #ank Record

LRG

#est Report S$mmar* of Coarse &ggregates

LRGE

#est Report S$mmar* of ;ine &ggregates

LRGM

Sie'e &nal*sis Passing  D!! Sie'e

"is%. LRH!

@eather Record

LRH"

0onthl* Lab #est S$mmar*

LRHD

Stone Pitching

LRHG

Bricks #ests Report

LRHH

Bricks #esting S$mmar*

LRHJ

Speed* Calibration and its raph

LRH

Cone Calibration and Unit @eight

LRH

+ail* Lab Progress Report

LRHE

Los &ngles &brasion #est

LRHM

0aterial &ppro'al S$bmittal

LS!"

S$r'e* Le'el Sheet

BB!"

;ormat for Bar Bending Sched$le


;R!"

Check Re7$est

;R!D

;ield 2ote

Note: ,$R-

 $/*0 R* LS  L**0 S**8 BB  B( B*9/9) S*:0*

N8*; A00 (<* 0/=8* 0/ =8* :>*98= (* )/*9 /9 .

ANNEXURE B.

TRAININ*

..1 PURPOSE #o establish a s*stem for determining the need of staffs training, pro'iding training and maintain training records at site-

..2 SCOPE #his proced$re applies to all training programs pro'ided b* SI29>Q+R923L 49I2# 532#UR3 at site-

.. ..  RESP RESPON ONSI SIBI BILI LITI TIES ES P0 and and S0 are respon responsib sible le for ident identif* if*ing ing and recomm recommend ending ing emplo* emplo*ees ees after after assessing the training needs of their st aff0anager &dmin is responsible for the folloing:











&rranging training training of recommended recommended Site emplo*eesemplo*eesKeeping record of e6ternal training of Site emplo*ees &rrange orientation on 7$alit* ass$rance and maintaining rele'ant record for the site &rrange orientation and maintain record at Site for ne appointees/transferred appointees/transferred personnel0aintaining the record for internal/e6ternal internal/e6ternal training of Pro%ect Site personnel-

..) PROCEDURE O$ient/tion &rrangements for orientation of ne appointees/transferees appointees/transferees are to be made b* the 0anager &dmin at site in the folloing areas<



eneral r$les and reg$lation of the compan*/Site r$les . reg$lationsreg$lations-



Pro%ect 9rientation-



Compan* Compan*?s $alit* $alit* Polic* Polic* and and S*stemS*stem-



+epartmental 9perations and 4ob descriptionsdescriptions-




Safet* polic* . r$les-

#raining record of abo'ementioned orientation is to be maintained. ..8 T$/inin inin# # Nee& Nee&s s It is the responsibilit* of the P0 and Site 0anager to identif* training needs for their staff#he* are to determine training needs b* obser'ing the folloing<



Skill and @ork Knoho and practices of the emplo*ees-



2on1conformities 2on1conformities detected in the process or internal 7$alit* a$dits-



&n* other nonconformit* in constr$ction methodolog* . proced$res ma* impl* a training need-

#he needs, th$s identified are to be forarded to the 0anager &dmin&dmin#he re7$est is to be e'al$ated and treated in accordance ith the re'ie, feasibilit* and importance- &ppropriate &ppropriate arrangements are to be made if appro'ed.. ..F F

TRA TRAININ ININ* * RECO RECORD RD

Inte$n/l Based on the training t raining co$rse attended b* the emplo*ee training record is to be $pdatedE+te$n/l &fter s$ccessf$l completion of e6ternal training the emplo*ee is to s$bmit a cop* of the training certificate to 0anager &dmin &dmin for record in his personal file.1H .1H INTERN INTERNAL AL QUAL QUALITY ITY AUD AUDITS ITS .1H .1H.1 .1 P,$p P,$pos ose e #o pro'ide pro'ide a s*stem for cond$cting Internal $alit* &$dits and determine hether 7$alit* of acti'ities and related res$lts are compl*ing ith planned arrangements and hether these arrangements are implemented effecti'el*.1H .1H.2 .2 S%op S%ope e #his proced$re is applicable to all Site acti'ities falling ithin the 7$alit* s*stem.1H. .1H. Respon Responsib sibilit ilit3 3 Pro%ect 0anager . Site 0anager at Site are responsible for establishing the team, to perform Internal $alit* &$dit- P-0- ill be the head of the a$dit team- Site 0anager, Planning 3ngineer and Constr$ction 0anagers shall be the members of &$dit #eam-

.1H.) .1H.) P$o%e& P$o%e&,$e ,$e


#o pro'ide a proced$re for cond$cting Internal $alit* &$dits and to determine hether the site $alit* &ss$rance acti'ities are conforming to the s*stem, gi'ing the desired res$lts and complies ith plans, 7$alit* a$dit process is as follos.1H.8 .1H.8 Q,/lit3 Q,/lit3 /,&it p$o%ess p$o%ess

A,&it P$o#$/ #he &$dit #eam Leader shall do the folloing: •

Prepare an &$dit Program listing the 0anpoer and its indi'id$al responsibilities

•

Infrastr$ct$re re7$irements, t*pe and d$ration

•

Period of &$dit

•

Rele'ant 2otes, Checklists and #ime Sheets

•

@orking ;iles of Pre'io$s &$dits, if an*, for clearance of the o$tstanding matters-

•

Informing the Scope of &$dit

•

Pro'iding the C #eam ith a list of re7$irements especiall* doc$ments and a'ailabilit* of personnel ho ma* be needed incl$ding d$ration

"eetin# 7it( QC Te/ #he #eam Leader of &$dit #eam sho$ld ala*s ens$re that his a$dit o$ld not disr$pt the d$ties of the C #eam and his staff nor hinder the smooth operations of the department being a$diteda$dited- #h$s it is of $tmost important that he is e6ible and as far as practicable to accommodate the needs of the C #eamD,$in# T(e A,&it #he &$dit #eam sho$ld then commence his a$dit s*stematicall* and in accordance ith the appro'ed program- #he &$dit #eam sho$ld ens$re the folloing:

•

>a'e an opening conference ith the C #eam and those in'ol'ed in e6plaining the scope, d$ration and need for doc$ments etc- and pro'iding e6planations as necessar*

•

5isiting the site of the pro%ect, obtaining a brieTng and getting the feel of the orks, site conditions, progress, materials, etc-

•

+oc$ments or an* changes to terms . conditions in standard forms or compan* appro'ed formats / proced$res-


•

Clarif* and obtain e6planations and remed* here necessar* ith 'erbal or ritten responses-

At T(e En& o' A,&it #he &$dit #eam sho$ld ha'e a final closing meeting ith the C #eam co'ering all rele'ant matters- #he res$lt of the disc$ssions sho$ld be doc$mented Instances here the C #eam disp$tes the &$dit #eam8s Tndings or does not agree ith his 'ies and recomm recommen endat dation ions s sho$ld sho$ld be record recorded ed togeth together er ith ith the C #eam8s am8s ratio rationa nale le and s$pporting reasons Prepare a +raft ;inal &$dit Report and send it to the 0anagement and other rele'ant persons for their re'ie- Prepare and iss$e a ;inal &$dit Report


ANNEURE A >O$#/no#$/?


ANNEURE B QA0QC Repo$tin# Do%,ents

Quality Control Plan

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