N N N NG G Q QU U N NG G N NG G I I E EX XP PR RE ES SS S W WA
AY Y P PR RO OJ JE EC CT TD N: NG CAO TC NNG QUNG NGIG GU UI ID DE
EL LI IN NE ES S F FO OR R S SH HO OP P D DR RA AW WI IN NG GP PR
RE EP PA AR RA AT TI IO ON NHNG DN CNG TCLP BN V THI CNGT TA AM M K
KY Y- - A AP PR RI IL L 2 20 01 14 4Supervision Consulting Services
(World Bank Section) underDa Nang Quang Ngai Expressway Development
Project,VietnamLoan No. 4941-VN, 4942-VNCDM SMITH-TR-001 -Version
ENGUIDELINES FOR SHOP DRAWINGSPREPARATIONHNG DN CNG TC LP BN V
THICNGPrepared by: Highway Engineer Mai Trieu Quang
22/04/2014Approved by: Team Leader Walter Frankenberger
24/04/2014April 2014Page 2/2Supervision Consulting Services (World
Bank Section) underDa Nang Quang Ngai Expressway Development
Project, VietnamLoan No. 4941-VN, 4942-VNPage iLOAN NO. 4941-VN,
4942-VNSUPERVISION CONSULTING SERVICES (WORLD BANK SECTION) UNDERDA
NANG QUANG NGAI EXPRESSWAY DEVELOPMENT PROJECTGUIDELINE FOR SHOP
DRAWING CHECKINGHNG DN CHUNG V CNG TC LP BVTCTable of Contents Mc
lcSECTION I GENERAL REQUIREMENTS.. 1PHN I:CC YU CU
CHUNG......................1A. General Items Phn chung... 1B.
Technical Items Phn K thut.... 4SECTION II REQUIRED CONTENT FOR
SHOP DRAWING DOCUMENTS.. 5PHN II -CC NI DUNG YU CU TRONG H S THIT K
BN V THI CNG.. 5A. COMMENTARY REPORT PHN THUYT MINH.. 51. CHAPTER
1: GENERAL INTRODUCTION GII THIU
CHUNG....................................52. CHAPTER 2: CONTENTS OF
THE SD NI DUNG BN V THI CNG.. 63. CHAPTER 3: CONCLUSION AND
SUGGESTIONKT LUN V XUT9B. DRAWINGS BN V...............10C.
APPENDICIES PHN PH LC.............. 11LIST OF ATTACHMENTS DANH SCH
CC TI LIU NH KM1. Standard drawing title for shop drawingsMu khung
tn bn v thi cng2. Flow chart for survey check for shop drawing
preparationLc kim tra cng tc Kho st lp Bn v Thi cng3. Flow chart
for shop drawings submission and approvalLc cng tc trnh v ph duyt
Bn v thi cng4. Flow chart for submission / approval of Design
changesLc cng tc trnh / ph duyt cc thay i v Thit k5. Template for
shop drawing check report by the EngineerMu Bo co kt qu kim tra Bn
v Thi cng ca T vn Gim stCS1 Supervision Consulting Services forDa
Nang Quang Ngai Expressway Development ProjectIDA Credit No.
4941-VN and 4942-VNPage 1 / 11GUIDELINE FOR SHOP DRAWING
PREPARATIONHNG DN CNG TC LP BVTCSECTION I GENERAL REQUIREMENTS PHN
I:HNG DN CHUNGA. General requirements on drawings Cc yu cu tng quan
v bn v1. Alldrawingsshallbesubmittedtothe
assignedResidentEngineerwiththeDocument Transmittal (attached form)
for easy follow-up and timely handling.Cc bn v s c trnh cho K s
Thng tr km vi Phiu trnh H s(mu km theo) tin theo di v x l kp thi.2.
Toensurethat
allwordingsandnumbersinthedrawingscanbereadwhencheckingandconstruction,theirminimumheightinalldrawingsshallbe1.5mm.
Dimensions should be consistent in all drawings. m bo cc ch vit v
con s th hin trn bn v c th c d dng khikim tra v khi thi cng, chiu
cao cc ch v s trn tt c cc bn v khngc b hn 1.5mm. C ch kch thc phi d
ng ng nht trong tt c ccbn v.3.
Therequiredstandardframe(A3size)asissuedbytheEngineerin
theattachment shall be applied for all submitted drawings (A copy
of this
standardframeisenclosedforyoureasyreference).Intheframe,allnecessaryinformationsuchasdrawingtitle,contractnumberanddate,contractoridentification,issueddate,revisionnumber,
drawingnumber,signatureandstamp of the concern parties must be
filled in.Tt c cc bn v phi c p dng mu khung tn thng nht nh gi
kmtheo.Trongkhungtnphinurtnbnv,tnHpng,tnNhthu,ngy ban hnh, ln ban
hnh v phi c y ch k v du ca cc bn linquan trong cng tc lp bn v thi
cng.4. Inplanandprofiledrawings
withthescaleof1/1000,theremustbeallnecessaryinformationsuchasobjects,existingstructuresalongtheprojectroad,horizontalandverticalcontrolpoints.Northarrowdirectionandlegendmustbepresent
inthesedrawings.Elevationsandprofilesmatchplans,sections match
elevations and plans, and details match larger scale drawings.Bn v
bnh b tr cng vi ct dc phi th hin t l 1/1000, y ccthng tin nh a vt,
cng trnh hin hu dc tuyn, cc mc khng ch to v cao . Phi c mi tn ch
hng bc cho mi trang v c ch thch v ccCS1 Supervision Consulting
Services forDa Nang Quang Ngai Expressway Development ProjectIDA
Credit No. 4941-VN and 4942-VNPage 2 / 11k hiu trn bnh .Cao trn ct
dc phi khp vi cao trn bn v bnh v ct ngang. Cc chi tit phng to phi c
cao v kch thc khp nhau.5. Cross section drawings shall be produced
in scale of 1:200 and arranged at twocrosssectionsperoneA3sheetto
facilitatethechecking.Eachcrosssectionmust show all calculated
quantities such as clearing and grubbing, excavation,embankment,
benching, pavement layers, sodding...Bn v ct ngang phi c v vi t l
1/2 00 v b tr hai mt ct ngang chomi trang tin kim tra. Trn ct ngang
phi th hin y cc khi lngdn dp cy xi, o p, cc lp mt ng, khilng vt v
nh cp, khilng trng c bo v mi dc.6.
Fortheprojectroadswhichhavenon-watertightpavement,itisrequiredtoprovidethedrawingsforpavementdrainage(fish-bonedrains)withdetaileddesign
and location on the sketch of road and material quantity table.i vi
cc gi thu c kt cu mt ng h cn phi c thm bn v thit kthot nc mng ng (h
rnh xng c) vi chi tit cu to v v tr b trtrn bnh dui thng km vi bng
khi lng vt liu.7. For culverts design, the drawings for general
layout, longitudinal section,
crosssection,frontviewatdownstreamandupstreamarerequired.Detaileddimensionsshallbeprovidedtoenabletheconstructionandquantitycalculation
for payment. For the pre-cast culverts segment, if standard design
isapplied, the code and issued date of these standard design must
be presentedin the submitted
drawings.iviccthitkcng,cnphithhinyccchititbnh ,ctdc,ct ngang, mt
chnh din thng v h lu. Cn cc kch thc cthtnhcttckhilnglinquan
nthanhton.Cctcngdngnh hnh phi nu r tnnh hnh v ngy ban hnh.8.
Drawings should be divided by volumes: Cc bn v nn c chia thnh
cctp:Road drawings: Volume 1Bn v phn ng : Tp 1Drainage drawings
(Cross and longitudinal culverts, side ditches...): Volume 2Bn v
phn thot nc (Cng dc,ngang, rnh...) - Tp 2Road furniture and others
(guideposts, KM posts, traffic signs,...) Volume 3.Bn v phn cng
trnh phng h (Cc tiu, bin bo, bo v mi dc...)- Tp 3CS1 Supervision
Consulting Services forDa Nang Quang Ngai Expressway Development
ProjectIDA Credit No. 4941-VN and 4942-VNPage 3 / 11Bridge Drawings
Volume 4 Bn v cu : Tp 4The following drawings numbering system
should be applied for the whole project.It consists in an
identification containing three sections:H thng nh s bn v di y nn c
p dng cho ton D n, bao gm 3dy k hiuContract No. - Type of works -
Sequential numberTn k hiu gi thu - Loi cng trnh - S th t ca bn
vExample: A1 - RD - 003Example: A5 - DRA 021(i) The road code
contains three digits, followed by a sequential number in
thecaseswhereadrawingissplittomorethananA3sheet(A1-DRA-015,orA2-01
RD - 016-1, A5 RD - 016-2 for example)S th t bn v quy nh c 3 con s,
Trong trng hp mt bn v cchia thnh nhiu bng A3 vi cng ni dung th c th
thm gch ngang vnh tip s th t (V d A1-DRA - 015, hoc A2 RD - 016-1,
A5 RD -016-2)(ii) The type of works contains three letters and is
as follows:Loi cng trnh gm c 3 k t v c trnh by nh di y:RD Drawings
for road work - Bn v phn ngCover page Trang baList of drawings - Mc
lc bn vLocation plan - Bn v tr Hp ngTypical road cross-sections-Bn
v ct ngang i din v KC mt ngWidening in curves - Bn v th hin chi tit
m rng trong ng congProtection of slopes - Bn v cu to bo v mi dc in
hnhAlignment drawings (plan and profile) - Bn v tuyn (Bnh v trc
dc)Road cross-sections - Ct ngang tuynDRA Drainage H thng thot
ncCover page Trang baList of drawings - Mc lc bn vDetail of
pre-cast culvert segnments-Chi tit t cng c snPipe culverts - Cng
trnBox culverts - Cng hpDitches Rnh dcProtection against erosion of
culverts-Bo v mi dc u cngIrish crossings - ng trnJUN Junctions Nt
giaoCS1 Supervision Consulting Services forDa Nang Quang Ngai
Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 4 / 11Cover page Trang baList of drawings - Mc lc bn
vPlan and profile of branchs in the junction Bnh v ct dc cc nhnhdn
vo ntCross section Cc mt ct ngangVertical drainage design - Thit k
chiu ng nt giaoFUR Road furniture Cng trnh ph trCover page Trang
baList of drawings - Mc lc bn vKilometre posts, guide posts - Ct KM
v cc tiuGuard rails - H lan mmRoad signs and Road markings - Bin bo
v sn k ngList of road signs and road markings - Bng thng k bin bo,
sn ngLocation of guardrail - Bng thng k h lan mmBRD Bridges CuCover
page Trang baList of drawings - Mc lc bn vGeneral Layout - S b tr
cuFoundation - Kt cu mng (Tr,m)Superstructure - Kt cu thng bDetails
Cc bn v chi titTable of quantities - Bng tng hp khi lngB. Technical
Items Phn K thut1. Conformance with contract drawings,
specifications and other documents.Bn v thi cng phi ph hp vi Tiu
chun K thut D n, Bn v Hp ng,biu khi lng trong Hp ng v cc ti liu lin
quan khc trong Hp ng.2. Conformance with structural design
criteria, applicable codes and standards.Cc ch tiu k thut phi tun
th cc quy trnh quy phm v thit k, tnh ton ktcu theo quy nh trong Hp
ng.3. Incorporation of prior design review comments, if any.Cc bnh
lun khi kim tra BVTC ln trc (Nu c) phi c cp nht4.
Conformanceoffooting,column,beam,slabandotherscheduleswithcontractdesign.Cc
chi tit v b mng, ct, dm, bn v cc cu kin khc phi c thng kso snh vi
thit k trong Hp ng.5.
Detailsforconcretereinforcing,structuralsteel,welding,fastening,constructionjointsandwaterproofingandother
itemsareinaccordancewithcontractdesignsand current standards.CS1
Supervision Consulting Services forDa Nang Quang Ngai Expressway
Development ProjectIDA Credit No. 4941-VN and 4942-VNPage 5 / 11Phi
th hin chi tit cc thanh ct thp trong b tng, cc thanh thp kt cu,
linkt hn, cc khe thi cng,mch dng v chi tit phng nc cng cc hng
mckhc, ph hp vi thit k trong Hp ng v cc quy trnh hin hnh.6.
Adequacyofformworkandfalseworkforconcreteworks,withadequacyofsupportstructures,meetingsafetyrequirements.Calculationsheetsarerequiredfor
important items such as bridges piers, bridges beamsPhi c thit k
chi tit vn khun v h chng chu lc v m bo an toncho tt c cc hng mc b
tng.Vi cc kt cu quan trng nh vn khun trcu, vn khun dm cuphi c bng
tnh kim ton an ton ca vn khunv chng.SECTION II REQUIRED CONTENT FOR
SHOP DRAWING DOCUMENTSPHN II -CC NI DUNG YU CU TRONG H S THIT K BN
V THI CNGA. COMMENTARY REPORT PHN THUYT MINHCHAPTER 1: GENERAL
INTRODUCTION GII THIU CHUNG1.1. Name of the Project, name of the
Client and address.Tn D n, tn Ch u t v a ch1.2. Object and scope of
Project study.Mc tiu v phm vi D n1.3. Organization carrying out the
Shop Drawing (SD).T chc thc hin cng tc Thit k Bn v Thi cng1.4.
Legal basis to carry out the SD:C s php l thc hin cng tc Thit k Bn
v Thi cng Decision approving the Technical Design and authorizing
the SD;Quyt nh ph duyt Thit k k thut v y quyn Thit k bn v thi cng
DecisionapprovingtheT.O.Rofthe
SD,andstatementfromtheContractorrequesting approval of the SD
T.O.R;Quyt nh ph duyt cng Bn v thi cng v t trnh yu cu ph duyt cng
cho Bn v thi cng ca Nh thu.
ContractbetweentheContractorandtheDesignEngineeringCompanywhopreparedthe
SD (iftheContractoremploystheDesignEngineeringCompanyto prepare the
SD);CS1 Supervision Consulting Services forDa Nang Quang Ngai
Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 6 / 11Hp ng gia Nh thu v Cng ty thit k thc hin cng tc
Thit k bn vthi cng (nu Nh thu thu Cng ty thit k thc hin cng tc ny)
.
Circulars,decisionsandotherdocumentsrelatedtotheProjectpreparationofthe
SD;Cc quyt nh v ti liu khc lin quan n vic chun b cho cng tc Thitk
bn v thi cng D n. Codes and Specifications to be applied;S hiu v
tiu chun k thut c p dng Document sources for the preparation of the
SD.Cc ngun ti liu s dng cho vic chun bBn v thi cng.2. CHAPTER 2:
CONTENTS OF THE SD NI DUNG BN V THI CNG2.1
EvaluationoftheTechnicalDesigndocumentsintermsofaccuracyanddetailsrequired
for construction performance.nh gi h s Thit k k thut v chnh xc v cc
chi tit cn thit cho hotng thi cng.2.2 Determine the content of work
necessary to be carried out during the SD phase.Xc nh cc cng vic cn
tin hnh trong giai on Thit k bn v thi
cng.Generally,theTechnicalDesigndocuments,afterbeingapproved,guaranteeaccuracyandcanbeusedforconstruction;thus,foreachkindofdocument(horizontal
alignment, longitudinal sections and cross sections, structures
such
asbridges,culverts,pavementscurbs,retainingwalls,etc.),itisonlyrequiredtoprepare
the SD for some structural details which are not included in the
TechnicalSD
performance.DependingontheactualconditionofthepreparedTechnicalDesign
documents, the content of the SD may include the followings:Thng
thng, h s Thit k k thut, sau khi c ph duyt, s m bo tnhchnh xc v c
th s dng xy dng, do , i vi mi loi ti liu (Bnh
tuyn,mtctdc,mtctngang,cccngtrnhktcunhcu,ngngthot nc, l ng, tng chn,
v.v), ch cn lp bn v thi cng cho mt s chitit kt cu khng c trong Bn v
thit k k thut. Ty thuc vo tnh hnh thctcatiliuthitkkthut
,nidungcaThitkbnvchititcthbaogm cc mc sau: Horizontal alignment Bnh
tuyn-Supplementthemissingdetailsforthepreliminarydesigndrawingofthehorizontalalignment;stakethecircularandtransitionalcurveswithdistanceCS1
Supervision Consulting Services forDa Nang Quang Ngai Expressway
Development ProjectIDA Credit No. 4941-VN and 4942-VNPage 7 /
11between post of 5, 10, 20m, depending on the turning angle values
and radius ofcurves according to the road construction
specificationsB sung cc chi tit cn thiu cho bn v thit kk thut ca
bnh tuyn, xcnh cc cc chi tit trong cc ng cong v ng cong chuyn tip
vi khongcch gia cc cc l 5, 10, 20m ty thuc vo gc quay v bn knh ng
congtheo nh tiu chun k thut thi cng
ng.-Supplementlocationoftypicalpointsandsitesofstructures,missinglevelbenchmarks.Computethecoordinatethegridforthealignmentlocationandstructures.B
sung v tr cc im c trng v v tr ca cc cng trnh, cc mc cao cnthiu. Tnh
ton ta ca tt c cc im tim tuyn v kt cu. Longitudinal section Mt ct
dc-Supplementdataforstationing,levelsoftheexistingground,designlevels,cutandfill,heightofdetailedpoints,whicharenotincludedinthepreliminarylongitudinal
sections.B sung s liu cho h thng cc o, cao mt t hin ti, chiu cao
thit k,chiusu ov chiucao p,chiucao cacc imkhngghirtrongmtct dc s b.
Cross section Mt ct
ngangFullysupplementcrosssectiondrawingsatallpointsthatarenoincludedintheTechnicalDesigndrawingsasrequiredbythesurveydocumentfor
SDpreparation.B sung y bn v mt ct ngang ti nhng im khng c trong bn
v thitkkthuttheonhyucucahskhostcho bcThitk Bnvthicng.
Detaileddrawingsoftheplan,crosssectionsandlongitudinalsections,drainageofroadsectionswithtransitionalcurves,transitionalsuper-elevationcurves,
entrance and exit to intersections.Bnv bnh
chitit,mtctngang,mtctdc,hthngthotncon ng c ng cong chuyn tip, ng
cong chuyn tipsiu cao vcc li ra ng giao.
Detailedplansfordrainage,planofsummitditchsystem,collectors,waterslopes
and landings.Thit k chi tit cho h thng thot nc, bnh cc rnh nh , rnh
thu nc,thot nc trn mi dc v trn mt bng. Culverts and minor bridges
ng ng thot nc v cu nhCS1 Supervision Consulting Services forDa Nang
Quang Ngai Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 8 / 11For each culvert or minor bridge that needs a
detailed design plan, cross
sectionsandlongitudinalsections,andstructuraldetails,showthefeaturesofeachstructure,constructionandassembly,technicalmanagement,equipmentandbuildingquality.Incaseswhereastandarddesignisused,itisnecessarytopreparethedetaileddrawings-mentionedabovetakingintoaccountsitespecifictopographic,geologic,andhydrologicconditionsforeachstructure.Alldrawingsshould
include enough dimensions so they can be implemented on site.i vi
ng ng thot nc v cu nh cn thit k chi tit, mt ct ngang, mtct dc v
thit k xy dng, cn ch r cc c im kt cu, thi cng v lp rp,qun l k thut,
trang thit b v cht lng cng trnh. Trong trng hp s dngthit k tiu
chun, cn phi tnh n iu kin a hnh, a cht v thy vn
ctrngtiaimthicngcamicngtrnhktcutrongthitkbnvthicng. Trong tt c cc
bn v cn phi ghi y kch thc c th trin khaitrn cng trng.
Specialworks(curbs,retainingwails,treatmentofroadbedonweaksoil,erosion
protection works, etc.)Cchngmc cbit (lng,tngchn,binphpxl,nnh nnng
trn t yu, lp bo v chng
xi)Foreachspecialstructureontheroad,itisalsonecessarytodevelopdetaileddesigncriteria,andprovideconstructiondesigndrawingsandinstructionsforconstruction
and assembly, technical management, quality control as the same
asfor culverts and minor
bridges.ivimihngmckintrcringtrnngcnphihonthincctiuchunthitkchititvcungcpbnvthitkthicng,cchngdnxydng
v lp rp, qun l k thut, qun l ch t lng tng t nh i vi ngng thot nc v
cu nh Pavement Mt ngIn addition to the requirements for the
Technical Design, it is necessary to explainin detail material
requirements and treatment measures of the roadbed
foundationpavementlayersmeasuresforqualitycontrolwithrespecttoeachspecificroadsection.Ngoi
yu cu i vi Thit k k thut, cn gii thch r cc yu cu v vt liu,bin php x
l mng, lp kt cu mt ng, cc bin php qun l cht lngi vi tng on tuyn
ring bit. Underground works (if any) Cc hng mc thi cng ngm (nu c)
SiteclearingandstakingoftheRight-of-Way(R.O.W) Giiphngmtbng v cm mc
l ngCS1 Supervision Consulting Services forDa Nang Quang Ngai
Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 9 / 11Based on the final documents, accurately compute
the site clearing area,
developaplanforstakingtheR.O.Wonbothsides,determincorrectlytheamountofpopulation
relocation and existing structures displaced within the
right-of-way, planfor compensation and resettlement.Da trn cc h s
cui cng, tnh ton chnh xc din tch gii phng mt
bng,lnkhochcmmc2bnlng,xcnhchnhxcsdnccndichuyn, s cng trnh hin c cn
di di trong phm vi di l ng, k hoch nb v ti nh c.
Environmentalimpactassessmentandmeasurestominimizeadverseinfluencesontheenvironment,measures,preventingfireandexplosion,safety,
industrial sanitation.nh gi nh hng mi trng, tm ra cc bin php gim
thiu tc ng tiucc n mi trng, h sinh thi, tm ra cc bin p hp phng nga
chy n, vcc bin php an ton, v sinh. Quantity of work and Cost
estimate Khi lng thi cng v Chi ph
dtonShowthebasisforcalculating:determinecorrectlytheamountofworkperkilometer.Ch
ra cc c s tnh ton: xcnh chnh xc khi lng thi cng trn tng
kilmt.Compare results by calculating the amount of work and cost
estimate from the SDphase with the values computed in the Technical
Design.So snh kt qu tnh ton khi lng thi cng v chi ph d ton trong
giai onthit k Bn v thi cng vi gi tr c xc nh trong Thit k K thut.
Schedule for Project implementation K hoch trin khai d n:More
detailed and accurate calculations are required for the preparation
of Projectimplementation schedule based on survey information and
detailed design resultsfrom the SD phase.Cn c bng tnh ton chi tit v
chnh xc hn chun b cho vic lp k hochthi cng da trn cc thng tin kho
st v bn thit k chi tit ca giai on Thi tk bn v thi cng3. CHAPTER 3:
CONCLUSION AND SUGGESTION KT LUN V XUT3.1. Main conclusions- Kt lun
chnhCS1 Supervision Consulting Services forDa Nang Quang Ngai
Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 10 /
11-Evaluatethepreliminarydesigndocuments,workitemsperformedinthe
SDphase include additional design that the Technical Design period
did not cover andcorrect the errors in the Technical Design;nh gi
cc ti liu thit k s b, cc hng mc cng vic c thc hin tronggiai on Thit
k bn v thi cng bao gm cc thit k b sung cha c thchin trong giai on
Thit k k thut v iu chnh cc sai lch trong Thit k chitit.-Calculation
of detailed quantitiesTnh ton khi lng chi
tit-PlanforProjectimplementation,formofProjectmanagement,constructionprogress;Ln
k hoch trin khai d n, qun l d n, tin xy dng.-Environmental impact
assessment, measures to minimize adverse impacts on
theenvironment,ecology,measurespreventingfireandexplosion,andsafetyduringconstruction;nh
gi nh hng mi trng, tm ra cc bin php gim thiu t c ng tiu
ccnmitrng,hsinhthi,tmraccbinphpphngngachyn,vccbin php an ton trong
thi gian xy
dng.-Compensationplan,siteclearing,resettlement;theresultsfromworkingwithconcerned
agencies dealing with land requisition and land exchange at site;K
hoch n b, gii phng mt bng, ti nh c, kt qu cc bui lm vic vicc bn lin
quan v thu hi v chuyn i t ti hin trng.-Outstanding issues.Cc vn cn
tn ng.3.2. Suggestions xutB. DRAWINGS BN V1. Plan, cross sections
and longitudinal sections which have been supplemented andcorrected
or newly designed as required on the SD phase; Horizontal and
verticalcontrol system.Bn v, mt ct ngang, mt ct dc c b sung v chnh
sa hoc c thitk mi nh yu cu trong giai on Thit k bn v thi cng; h
thngkhng chcao v ta .2.
Detaileddrawingsofculverts,minorbridges,specialworks,surfacedrainagesystems,pavements,intersections,trafficsafetyworksandtrafficdirection;otherservice
works.CS1 Supervision Consulting Services forDa Nang Quang Ngai
Expressway Development ProjectIDA Credit No. 4941-VN and
4942-VNPage 11 / 11Bn v chi tit cng, cu nh, cc hng mc ring, h thng
thot nc mt, mtng, ng giao, cng tc an ton giao thng, ch dn giao
thng, v cc hngmc an ton khc3. Detailed design for sections that
have super-elevation and transitional curves.Thit k chi tit cho cc
on tuyn c siu cao v c ng cong chuyn tip4.
DrawingsforstakingtheRight-of-Way,siteclearing,locationofcoordinateandlevel
landmarks.Bn v ct mc ch gii, mc gii phng mt bng, cc mc khng ch ta
vcao .5 Constructionmethodologydrawings,constructiontechnology,
constructionprogress chart, schedule for main machinery.Bn v bin
php thi cng, cng ngh thi cng, s tin thi cng, k hochhuy ng my mc.C.
APPENDICES PH LC1. Legal Documents - Ti liu php l2. Tables and
Calculations Bng biu v Bng tnh- Geometric elements of the alignment
Cc yu t hnh hc ca tuyn.-
AdditionaldetaileddesignconstructionthatnotbeencoveredontheTechnicalDesign;
Thit k thi cng chi tit b sung cha c trong Thit k k thut-Site
clearing, compensation Cng tc pht quang v n b-Co-ordinate control
system H thng khng ch ta -Table of quantity for each kilometer Bng
khi lng cho tng kilometer3. Documents collected during the
re-survey for SD phase.Ti liu thu thp c trong qu trnh kho st li cho
giai on thit k Bn v thicngSupervision Consulting Services (World
Bank Section) underDa Nang Quang Ngai Expressway Development
Project, VietnamLoan No. 4941-VN, 4942-VNPage iLOAN NO. 4941-VN,
4942-VNSUPERVISION CONSULTING SERVICES (WORLD BANK SECTION) UNDERDA
NANG QUANG NGAI EXPRESSWAY DEVELOPMENT PROJECTGUIDELINE FOR SHOP
DRAWING CHECKINGHNG DN CHUNG V CNG TC LP BVTCLIST OF ATTACHMENTS
DANH SCH CC TI LIU NH KM1. Standard drawing title for shop
drawingsMu khung tn bn v thi cng2. Flow chart for survey check for
shop drawing preparationLc kim tra cng tc Kho st lp Bn v Thi cng3.
Flow chart for shop drawings submission and approvalLc cng tc trnh
v ph duyt Bn v thi cng4. Flow chart for submission / approval of
Design changesLc cng tc trnh / ph duyt cc thay i v Thit k5.
Template for shop drawing check report by the EngineerMu Bo co kt
qu kim tra Bn v Thi cng ca T vn Gim stEMPLOYER:VIETNAM EXPRESSWAY
CORPORATION (VEC)THESE SHOP DRAWING ARE ADEQUATE TO PROCEED
WITHCONSTRUCTION. HOWEVER, ALL THESE DRAWINGS FORQUANTITY TABLE ARE
APPROVED SUBJECT TO RE-MEASUREMENT OF FINAL QUANTITIES.NHNG BN V
THI CNG NY IU KIN TIN HNHTHI CNG. TUY NHIN, CC BNG KHI LNG TRONG
BNV C CHP THUN NY S C KIM TRA LI TRONGBN V HON CNGCONSULTANT: CDM
Smith INCPROJECT MANAGEMENT CONSULTANT:PROJECT MANAGEMENT UNIT No.
1 (PMU1)L L C C C C C C B B C C T TI I N N H H N NH H K KH H O O S
S T T L L P P B BV VT TC CF FL LO OW WC CH HA AR RT T F FO OR R S
SU UR RV VE EY Y A AN ND D S SH HO OP P D DR RA AW WI IN NG G P PR
RE EP PA AR RA AT TI IO ON NNh thu trnh nhn s (thu ph nu c) lmcng
tc KSTK BVTC ln TVGS v BQLThe Contractor to submitpersonel /
sub-contractor (if any) for shop drawing design tothethe Engineer
and PMUCh u t xem xt ph duyt cng KSbc thit k BVTCEPMU review and
approves T.O.R forsurvey for Shop Drawing Design.NOT OKOKKim
traReviewNh thu xem xt li H s Kho st, cc bngtnh Kt cu trong H s Mi
thuThe Contractor review all survey documentsand calculation in
Bidding DocumentsT vn Gim st & BQLthe Engineerand PMUOKNh thu
lp cng Kho st a hnh, acht trnh T vn Gim st xem xtThe Contractor
prepare and submit T.O.Rfor topographic survey and geology survey
tothe Engineer for reviewKim traReviewNOT OKNh thu tin hnh cng tc
KSTK BVTC dis theo di gim st ca T vn v BQLThe Contractor to carry
out the Survey forshop drawing design under the supervison ofthe
Engineerand PMUL L C C T TR R N NH H V V P PH H D DU UY Y T T B B N
N V V T TH HI I C C N NG GF FL LO OW W C CH HA AR RT T F FO OR R S
SU UB BM MI IS SS SI IO ON N / / A AP PP PR RO OV VA AL L O OF F S
SH HO OP P D DR RA AW WI IN NG GS SNote: the period 7 days is for
normal submissions such as a culvert, a section of road, a part
ofbridges (bore pile, substructure, superstructure). For other
complicated documents, the maximumtime for review is 28 days, as
stipulated in the Contract. We should reject the drawing with
clearinstruction how to rectify.Bo co VPC v ccthay i ln.Report to
Core Teamon significant changes.One copy to the ContractorFor
advance informationGi 1 copy cho Nh thuOKNot approvedReturned
withcommentsi din Ch u tChief PMU Rep. Office456Khngchpthun,tr
laivi ghichResident EngineerK s Thng trBn v Thi cng do Nh thu
lpContractors Shop DrawingKim traReviewK s T vnConsultant
EngineerKim tra / ph duyt / tr li cho Nh thu.Review/ Approve /
Return to the Contractorthrough RE OfficeBo co KSTT v ccim khng ph
hpReport to RE on non-compliancesKim traReviewBo co BQL v ccthay i
ln.Report to PMU onsignificant designchangesKim traReviewNot
approvedReturn to the ResidentEngineer Office withComments.Khng chp
thun,tr lai cho T vn ch o Nh thuchnh sa7 ngy7 days7 ngy7
days13728Max 28 ngyMax 28 daysL L C C T TR R N NH H V V P PH H D DU
UY Y T T C C C C T TH HA AY Y I I T TH HI I T T K K F FL LO OW W C
CH HA AR RT T F FO OR R S SU UB BM MI IS SS SI IO ON N / / A AP PP
PR RO OV VA AL L O OF F D DE ES SI IG GN N C CH HA AN NG GE ES
SNote: the period 7 days is for normal submissions such as a
culvert, a section of road, a part ofbridges (bore pile,
substructure, superstructure). For other complicated documents, the
maximumtime for review is 14 days, as stipulated in the Contract.
We should reject the drawing with clearinstruction how to
rectify.Report to Core TeamEngineers andcomumunicate onsignificant
changes.Bo co VPC v ccthay i ln v c traoi hai chiu.OKNot
approvedReturned withcommentsLetter to Team Leaderswith full
information456Cc to PMU SiteCc cho BQL HTResident EngineerK s Thng
trContractors Submission xut iu chnh TK do Nh thu lpKim
traReviewConsultant EngineersK s T vnSubmit to PMU Office for
approval trnh cho Vn phng chnh BQLReport to RE on non-compliancesBo
co KSTT v ccim khng ph hpReviewKim traReport/ discuss to
PMUEngineers to have thesame opinion.Bo co / trao i vi ccK s BQL
thng nhtcch x lKim traReviewNot approvedReturn to the
ResidentEngineer Office withComments.Khng chp thun,tr lai cho KSTT
ch o Nh thuchnh sa3ngy3days13728Max14ngyMax14days3ngy3daysAppraisal
Reporton submit t ed Shop DrawingBo co Kim t ra Bn v Thi cngItem -
Hng mc bn
v:.............................................................................................Day
for first submission: Day for second submission:Ngy trnh ln 1 ..
Ngy trnh ln 2 ..Assigned staff for checking: Deadline to
complete:..K s TVGS c phn cng: Thi hn hon thnhI. Presentation Trnh
by: Yes NoCover page, drawing title, list of drawings, drawing
number system have been compliedMu ba, khung tn, danh sch bn v, nh
s bn v ng quy nhOthers - Cc ni dung
khc:.........................................................................................................II.
Technical matters Cc vn k thut: Yes NoActual field survey has been
certified by the Consultant and been updated in drawingsS liu kho
st hin trng c cp nht vi xc nhn ca T vnDesign is complied with key
standards in the approved Detail DesignH s tun th cc yu cu chnh
trong Thit k K thut c duytAll required calculation sheet have been
checked:Tt c cc bng tnh ton theo yu cu c kim tra v m bo chnh
xc:Changes / adjustments and reasons for these changes:Cc im thay i
v l do thay i / iu
chnh:.....................................................................................................................................................
..................................................................................................................................
..........................................................................................................................................................................
....................................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................III.
Quantity Calculation Tnh ton khi lng:Yes NoDetail dimensions have
been provided enough for quantity calculationCc kch thc tnh khi lng
mt cch chnh xcThe quantity comparison table between Design and Shop
Drawings design is available c bng so snh khi lng gia bc TKKT v
BVTCDetail quantity calculation has been checked (minimum 10%)Khi
lng chi tit c kim tra xc xut (Ti thiu 10%)IV Recommendations - Kin
ngh:Yes NoSubmitted document is satisfactory, can be approvedH s m
bo yu cu theo quy nh, c th ngh Ch u t ph duytSubmitted document is
not fully satisfactory, but can be partially approvedH s cha m bo
yu cu, nhng c th ph duyt mt phnThe Contractor has to correct and
resubmit the following partsNh thu cn iu chnh v trnh li cc phn
sau:No. Drawing No. Content to be correctedStt S hiu bn v Ni dung
cn chnh
sa..............................................................................................................................
...................................................................................................................................................................................
...................................................................................................................................
................................................................................................................................................................................
...............................................................................................................................................................................................................................................................................................................................
......................................................................................................................................................................
................................Date
(Ngy):....................Checked by (Ngi Kim tra)IV Comments from
PMU1 Cc bnh lun t PMU1:Date to receive (Ngy nhn kin t Ch u t):
..Yes NoSubmitted document is satisfactory, can be approvedH s m bo
yu cu theo quy nh, c th ngh Ch u t ph duytSubmitted document is not
fully satisfactory, with the following mistakes to be rectifiedH s
cha m bo yu cu,vi cc sai st c ch ra nh
sau1.................................................................................................................................................
...........2....................................................................................................................
.........................................3............................................................................................................................
................................4............................................................................................................................................................5............................................................................................................................
................................The Contractor has to correct and
resubmit the following partsNh thu cn iu chnh v trnh li cc phn
sau:No. Drawing No. Content to be correStt S hiu bn v Ni dung cn
chnh
sa1............................................................................................................................
................................2................................................................................
.............................................................................3............................................................................................................................
................................4............................................................................................................................................
................5...............................................................................................................
.............................................Assigned staff for
checking Reviewer EngineerK s c phn cng K s Ph trch chung
